CHESAPEAKE BAY WATERSHED MODEL
APPLICATION AND CALCULATI0N OF NUTBffiNl
            AND SEDIMENT LOADINGS
          Appendix F: Point Source Loadings
                    A Repott of the
                 Chesapeake
                 Ntttrieot Subcommittee
                    Annapolis, MD


                     August 1998
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                 Chesapeake Bay Program
 Printed by the U.S. Environmental Protection Ageftcy for Ihe Chesapeake Bay Program
                                     US. EPA Region in
                                     l.^picr.;-' Center forEnvirontnontal
                                      Virijr.i]-! ;!-i3,PA 19103

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          Principal Authors
            Allison Wiedeman
United States Environmental Protection Agency
      Chesapeake Bay Program Office
              Annapolis, MD
              Amy Cosgrove
      Chesapeake Research Consortium
      Chesapeake Bay Program Office
              Annapolis, MD

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  Point Source Workgroup Members
                John Kennedy
             Chesapeake Bay Office
   Virginia Department of Environmental Quality
                Richmond, VA

                 John Murtha
     Department of Waste Water Management
Pennsylvania Department of Environmental Protection
                Harrisburg, PA

                Keyur Sharma
        Water Management Administration
     Maryland Department of the Environment
                Baltimore, MD

                 Tanya Spano
 Metropolitan Washington Council of Governments
               Washington, DC

               Allison Wiedeman
         Chesapeake Bay Program Office
      U.S. Environmental Protection Agency
                Annapolis, MD

                Amy Cosgrove
        Chesapeake Research Consortium
         Chesapeake Bay Program Office
                Annapolis, MD

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                            Acknowledgments
We would like to acknowledge the Point Source Workgroup for their contribution to the
development and documentation of the Chesapeake Bay Program Office Point Source Database.
The Point Source Workgroup assisted tremendously by supplying the point source data to the
Bay Program and providing a thorough review of the data once the Bay Program assimilated it
into one database. In addition, the Point Source Workgroup and the Nutrient Subcommittee
provided assistance to the Chesapeake Bay Program by reviewing this document to insure a
complete and accurate documentation of the point source data assimilation process.

This document and other modeling documents can be found on the Chesapeake Bay Program
Web Page: http://www.chesapeakebay.net/bayprogram/

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                            Appendix  Summary
       Appendix F documents in detail the Phase IV Chesapeake Bay Watershed Model point
source nutrient data assimilation process for the facilities located in signatory and non-signatory
jurisdictions of the Chesapeake Bay Watershed. This document includes a description of the
data sources, the methods of assimilation, types of analysis performed to determine nutrient
reduction estimates, and trends in nutrient loadings discharged to the Chesapeake Bay
Watershed. The Phase IV Watershed Model Point Source Database includes information for
approximately 612 (the exact number varying depending on the year) active industrial,
municipal, and federal facilities discharging directly to surface waters within the Chesapeake Bay
watershed from all signatory and non-jurisdictions including: New York, Pennsylvania,
Maryland, Delaware, District of Columbia, Virginia and West Virginia. Facility  information,
and flow and loading data are included for each of the 612 facilities for the years  1985 through
1996,2000, Tributary Strategy Implementation (which is expected to occur after  the year 2000)
and additional nutrient reduction scenarios. The following flow and loading parameters are
included: flow, total nitrogen, nitrate, organic nitrogen, total phosphorous, phosphate, organic
phosphorous, biochemical oxygen demand, and dissolved oxygen.

       The nutrient point source loading data can be presented in both loads discharged at end of
pipe and loads delivered to the  Chesapeake Bay. To determine delivered loads, delivery factors
were applied to the discharged  loads to estimate attenuation as loads travel down  the tributaries
to the mainstem of the Chesapeake Bay. The total nitrogen load delivered to the  Chesapeake
Bay has decreased by 14 percent from 1985 to 1996, and is expected to decrease 27 percent from
1985 to 2000, and 33 percent from 1985 and Tributary Strategy Implementation (after 2000).
These reductions are primarily  due to facilities implementing biological nitrogen  removal.  The
total phosphorous load delivered to the Chesapeake Bay has decreased 50 percent from 1985 to
1996, and is  expected to decrease 55 percent from 1985 to 2000.

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                                    Table of Contents

F.I           Introduction 	1
F.2           Data General Description	1
       F.2.1         Parameters  	2
       F.2.2         Facility Profiles	 2
       F.2.3         Scenario Development	3
       F.2.4         Data Sources  	4
              F.2.2.1        Data from Jurisdictions	8
              F.2.2.2       Chesapeake Bay Program Office Loading Calculations Assimilated
                           for the Point Source Database	10
                    F.2.2.2.1      Conversion Factors	 10
                    F.2.2.2.3      Defaults and Species Relationships	10
                    f .2.2.2.4      Delivered Load Calculations	12
                    F.2.2.2.5      Linkages to the Watershed Model	12

F.3           Data Compilation for 1985-1995	13
       F.3.1         Virginia  	13
              F.3.1.1       General Description	t	13
              F.3.1.2       Defaults and Species Relationships	15
       F.3.2         Maryland  	16
              F.3.2.1       General Description	16
              F.3.2.2       Defaults and Species Relationships	17
       F.3.3         Pennsylvania  	18
              F.3.3.1       General Description	18
              F.3.3.2       Defaults and Species Development	20
       F.3.4         District of Columbia  	20
              F.3.4.1       General Description	20
              F.3.4.2       Defaults and Species Relationships	22
       F.3.5         New York	22
              F.3.5.1       General Description, Defaults, and Species Relationships  	22
       F.3.6         West Virginia	22
              F.3.6.1       General Description, Defaults, and Species Relationships  	22
       F.3.7         Delaware	 23
              F.3.7.1       General Description, Defaults, and Species Relationships  	23

F.4           Data Compilation/Analysis for other Scenarios  	23
       F.4.1         Tributary Strategy Scenario Point Source Loading Estimates	24
              F.4.1.1       Jurisdiction supplied Tributary Strategy Load Estimates  	24
              F.4.1.2       "Population-Based" Flow Estimates 	25
              F.4.1.3       "Population Based" Load Estimates 	26
                    F.4.1.3.1      Virginia 	26
                    F.4.1.3.2      Maryland 	28
                    F.4.1.3.3      Pennsylvania  	28
                    F.4.1.3.4      DC - Blue Plains  	30

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                                   Table of Contents

                    F.4.1.3.5     Non-Signatory States	31
       F.4.2         2000 Projection  	31
       F.4.3         Limit of Technology 	32
       F.4.4         1985 No Action Scenario	33
       F.4.5         1996 Progress Scenario  	34
       F.4.6         Additional Analysis	35
             F.4.6.1        Low Cost Modifications  	35
             F.4.6.2        BNR at 8 mg/1 	37

F.5          Point Source Data Analysis Results	37
       F.5.1         Point Source General Characteristics	37
       F.5.2         Point Source General Trends	37
       F.5.3         Point Source Individual Basin Trends	55
F.6          References  	75
F.7          Attachments	76
                                           11

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                                      List of Tables

Table                                                                            Page

F. 1    Chesapeake Bay Watershed Point Source Facilities: Discharged TN (Ibs/yr)       83
       sorted by state, basin, facility name

F.2    Chesapeake Bay Watershed Point Source Facilities: Discharged TP (Ibs/yr)       115
       sorted by state, basin, facility name

F.3    Chesapeake Bay Watershed Point Source Facilities: Flow sorted by state,         147
       basin, facility name

F.4    Chesapeake Bay Watershed Point Source Facilities: Delivered TN (Ibs/yr)        179
       sorted by state, basin, facility name

F.5    Chesapeake Bay Watershed Point Source Facilities: Delivered TP (Ibs/yr)        211
       sorted by state, basin, facility name

F.6    Chesapeake Bay Watershed Point Source Facilities: Discharged TN (Ibs/yr)       243
       sorted by basin, state, facility name

F.7    Chesapeake Bay Watershed Point Source Facilities: Discharged TP (Ibs/yr)       275
       sorted by basin, state, facility name

F.8    Chesapeake Bay Watershed Point Source Facilities: Flow sorted by basin,        307
       state, facility name

F.9    Chesapeake Bay Watershed Point Source Facilities: Delivered TN (Ibs/yr)        339
       sorted by basin, state, facility name

F. 10   Chesapeake Bay Watershed Point Source Facilities: Delivered TP (Ibs/yr)        371
       sorted by basin, state, facility name

F. 11   Chesapeake Bay Watershed Point Source Facilities: Discharged TN (Ibs/yr)       403
       sorted by segment, basin, and state

F. 12   Chesapeake Bay Watershed Point Source Facilities: Discharged TP (Ibs/yr)       439
       sorted by segment, basin, and state

F. 13   Chesapeake Bay Watershed Point Source Facilities: Flow sorted by segment,      475
       basin, and state

F. 14   Chesapeake Bay Watershed Point Source Facilities: TN Concentration sorted     511
       by state, basin, and facility name

                                           iii

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Table                                                                            Page

F.I5   Chesapeake Bay Watershed Point Source Facilities: TP Concentration sorted     543
       by state, basin, and facility name

F. 16   Chesapeake Bay Watershed Point Source Facilities: Delivery Factors TN,        575
       Reference (1985), 1996, Progress 2000, and Tributary Strategy

F.I7   Chesapeake Bay Watershed Point Source Facilities: Delivery Factors TP,         592
       Reference (1985), 1996, Progress 2000, and Tributary Strategy

F. 18   Chesapeake Bay Watershed Point Source Facilities: All facilities and their        609
       locations, sorted by fall line and model segment

F. 19   Chesapeake Bay Watershed Point Source Facilities: All facilities sorted by fall    626
       line and state

F.20   Flow used as input to the Watershed Model for municipalities only, sorted by     643
       fall line, and then by state

F.21   Point Source Summary: Total flow for all point source facilities per year          671
       by state

F.22   Point Source Summary: Total delivered TN for all point source facilities          672
       per year by state

F.23   Point Source Summary: Total delivered TP for all point source facilities          673
       per year by state

F.24   Point Source Summary: Total discharged TN for all point source facilities        674
       per year by state

F.25   Point Source Summary: Total discharged TP for all point source facilities per     675
       year by state

F.26   Point Source Summary: Total flow for all point source facilities per year          676
       by basin

F.27   Point Source Summary: Total delivered TN for all point source facilities          677
       per year
       by basin

F.28   Point Source Summary: Total delivered TP for all point source facilities          678
       per year by basin

                                            iv

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          Table                                                                           Page

          F.29   Point Source Summary: Total discharged TN for all point source facilities per    679
                 year by basin

          F.30   Point Source Summary: Total discharged TP for all point source facilities per     680
                 year by basin

          F.31   Parameters Included in the Point Source Database                             2

          F.32   Significant Point Source Dischargers in the Chesapeake Bay Watershed (1996)   3

          F.33   Point Source Data Source, Default, Speciation Summary Table                  6

          F.34   Point Source Data Source and Location Information stored in Chesapeake        8
                 Bay Program Office DEC Alpha

          F.35   Point Source Data Source and Location Information stored in
                 f:\user\shared\ptsource directory                                            9

          F.36   Point Source Data Source and Location Information stored in hard copy
                 at the Chesapeake Bay Program Office                                       9

          F.37   Species Relationship Summary                                              11

          F.38   Default Value Summary                                                   11

          F.39   Virginia Data Assimilation Details                                          14

          F.40   Municipal Nutrient Species Relationships for Virginia                         16

          F.41   Species Relationships for Maryland                                         17

          F.42   Pennsylvania Point Facilities with Odd Cases                                 19

          F.43   Pennsylvania Point Source Facilities with Zero Loadings after data              20
                 Interpolation

          F.44   Blue Plains Jurisdiction Flow Contributions                                  21

          F.45   Virginia Facilities Implementing Biological Nitrogen Removal - Potomac        27
                 Tributary Strategy

^       F.46   Summary of TN by state and basin for 1985,1996, Progress 2000, and           43

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Table                                                                         Page

       Tributary Strategy

F.47   Summary of TP by state and basin for 1985,1996, Progress 2000, and           44
       Tributary Strategy

F.48   TN Delivered Reductions from 1985 to 1996, Progress 2000 and Tributary       45
       Strategy Implementation

F.49   TP Delivered Reductions from 1985 to 1996, Progress 2000 and Tributary       47
       Strategy Implementation

F.50   List of Significant Point Source Facilities Implementing BNR                  50

F.51   Industrial and Municipal Delivered Reductions from 1985, 1996 and 2000       52
                                         VI

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                                   List of Figures




Figure                                                                      Page




F. 1   Map of Point Source Facilities Located in the Chesapeake Bay Watershed       79




F.2   Map of Phase IV Model Segments in the Chesapeake Bay Watershed Model     80




F.3   Map of Major Basins in the Chesapeake Bay Watershed                      81




F.4   Chesapeake Bay Watershed TN Delivered Load by Basin                     38




F.5   Chesapeake Bay Watershed TP Delivered Load by Basin                     38




F.6   Chesapeake Bay Watershed Flow by Basin                                  39




F.7   Chesapeake Bay Watershed TN Delivered Load by State                      40




F.8   Chesapeake Bay Watershed TP Delivered Load by State                      41




F.9   Chesapeake Bay Watershed Flow by State                                  41




F. 10  Chesapeake Bay Watershed TN Delivered Load                             46




F. 11  Chesapeake Bay Watershed TP Delivered Load                             48




F. 12  Chesapeake Bay Watershed Flow                                         49




F. 13  Potomac and Above Basins TN Delivered Load                             53




F. 14  Potomac and Above Basins TP Delivered Load                              54




F. 15  Potomac and Above Basins Flow                                         54




F. 16  Susquehanna Basin TN Delivered Load                                    55




F.17  Susquehanna Basin TP Delivered Load                                     55




F. 18  Susquehanna B asin Flow                                                 5 6




F. 19  Patuxent Basin TN Delivered Load                                        57




F.20  Patuxent Basin TP Delivered Load                                         57




F.21  Patuxent Basin Flow                                                    58




                                        vii

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Figure                                                                        Page

F.22  Potomac Basin TN Delivered Load                                         59

F.23  Potomac Basin TP Delivered Load                                         59

F.24  Potomac Basin Flow                                                      60

F.25  Western Shore Maryland Basin TN Delivered Load                           61

F.26  Western Shore Maryland Basin TP Delivered Load                           61


F.27  Western Shore Maryland Basin Flow                                        62

F.28  Eastern Shore Maryland Basin TN Delivered Load                            63

F.28  Eastern Shore Maryland Basin TP Delivered Load                            63

F.30  Eastern Shore Maryland Basin Flow                                        64

F.31  Western Shore Virginia Basin TN Delivered Load                            65

F.32  Western Shore Virginia Basin TP Delivered Load                             65

F.3 3  Western Shore Virginia Basin Flow                                         66

F.34  Eastern Shore Virginia Basin TN Delivered Load                             67

F.35  Eastern Shore Virginia Basin TP Delivered Load                             67

F.36  Eastern Shore Virginia Basin Flow                                         68

F.37  Rappahannock Basin TN Delivered Load                                    69

F.38  Rappahannock Basin TP Delivered Load                                    69

F.39  Rappahannock Basin Flow                                                70

F.40  York Basin TN Delivered Load                                            71

F.41  York Basin TP Delivered Load                                            71

F.42  York Basin Flow                                                         72
                                                                           i


                                         viii

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Figure                                                                     Page




F.43  James Basin TN Delivered Load                                          73




F.44  James Basin TP Delivered Load                                          73




F.45  James Basin Flow                                                      74
                                        IX

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                               List of Abbreviations
AFL




BNR




BOD




CBPO




DMR




DO




ICPRB




LOT




MDE




MDETARSA




MDEWMA




MOD




MOR




MWCOG




NH3




N03




NPDES




ORGN




ORGP




PADEP




PCS
Above Fall Line




Biological Nitrogen Removal




Biochemical Oxygen Demand




Chesapeake Bay Program Office




Discharge Monitoring Report




Dissolved Oxygen




Interstate Council on the Potomac River Basin




Limit of Technology




Maryland Department of the Environment




MDE's Technical and Regulatory Services Administration




MDE's Water Management Administration




Millions-of Gallons Per Day




Monthly Operating Report




Metropolitan Washington Council of Governments




Ammonia




Nitrate




National Pollution Discharge Elimination System




Organic Nitrogen




Organic Phosphorous




Pennsylvania Department of Environmental Protection




Permit Compliance System

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PO4




SAS




TN




TP




VADEQ




WVDEP
             List of Abbreviations




Phosphate




Statistical Analysis Software




Total Nitrogen




Total Phosphorous




Virginia Department of Environmental Quality




West Virginia Department of Environmental Protection
                                        XI

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F.I          Introduction

       This Appendix describes the assimilation and analysis of the Chesapeake Bay Program's
nutrient point source database. It includes a description of the data sources, the method of
assimilation into a single database, and the types of analyses performed to determine trends and
nutrient loading estimates over various reduction scenarios.  The database covers the time frame
from 1984 to full Tributary Strategy Implementation which in most cases occurs by the year
2003.

       An addendum, entitled "Attachments to Appendix F: Point Sources Loadings," available
at the Chesapeake Bay Program Office, contains all attachments or supporting documents
referenced within the text of this document.  A list of these attachments is provided at the end of
this document.

       A companion memorandum summarizes comments and recommendations for future
work on the point source loadings (Attachment 1).

F.2          Data General Description

       This section provides a general description of the point source database in terms of
sources, methods used to calculate loads, and nutrient reduction scenarios developed. Tables F.I
through F.30 which present all the facility loading data in various  formats are included at the end
of this Appendix.

       The Phase IV Watershed Model point source flow and nutrient load data were compiled
by combining a corrected version of the Phase III Watershed Model database, which covers the
years 1984 -1991 (Attachment 2), with new data obtained from all four of the Chesapeake Bay
signatory jurisdictions (Virginia, District of Columbia, Maryland,  Pennsylvania) and three
nonsignatory jurisdictions (New York, West Virginia, and Delaware) for the years 1992 -1996.
This database presents both loads discharged at end of pipe and loads delivered to the
Chesapeake Bay.  To determine delivered loads, delivery factors were applied to the discharged
loads to estimate attenuation as loads travel down the tributaries to the mainstem of the
Chesapeake Bay. (See Section F.2.2.2.4)  This Phase IV database was used in the 1997 Nutrient
Reevaluation.

       Further work to update and assimilate the Phase IV point source database beyond that
from Phase III was a collective effort by the Chesapeake Bay Program, Nutrient Subcommittee's
Nutrient Point Source Workgroup. The point source data, (both federal and non-federal) were
submitted by workgroup members representing the Bay jurisdictions or acquired by Chesapeake
Bay Program Office personnel, and then incorporated into a collective watershed-wide database
by the Chesapeake Bay Program Office. The Bay signatory jurisdictions, represented by the
Point Source Workgroup, have reviewed and approved of this database.

       Certain corrections to the Phase III Watershed Model database were necessary before
combining it with new data for the years 1992 -1996. These corrections are described in detail

                                           1

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in "Chesapeake Bay Program Phase IV Modeling Point Source Input File Documentation"
(Attachment 3).  These changes include location (latitude/longitude) corrections, addition of
facilities not previously included in the database, removal of loadings data where certain
facilities were determined to be inactive, changing default values, and setting industrial flows to
zero.  After making these corrections, the file was exported as a comma-delimited, ASCII file
and uploaded to the Chesapeake Bay Program Office DEC alpha for processing in SAS.
Attachment 3 also provides a description of the programs used to perform these corrections.
Additional changes to the Phase III Watershed Model database pertaining to a particular
jurisdiction are described later in this Appendix in the section pertinent to each jurisdiction.
F.2.1
Parameters
       Monthly data for the parameters listed in Table F.31 are contained in a Statistical
Analysis Software (SAS) database.  The annual averaged total nitrogen (TN) and total
phosphorous (TP) loads as well as facility information are stored in a table in Microsoft Access
(p:ptsource\ps_cbpo.mdb\).

                Table F.31: Parameters Included in the Point Source Database
PARAMETER
Flow
Total Nitrogen (TN)
Ammonia (NH3)
Nitrate (NO3)
Organic Nitrogen (ORGN)
Total Phosphorus (TP)
Phosphate (PO4)
Organic Phosphorus (ORGP)
Biochemical Oxygen Demand
(BOD)
Dissolved Oxygen (DO)
UNITS
Million
gallons per day (MOD)
Ibs/year
Ibs/year
Ibs/year
Ibs/year
Ibs/year
Ibs/year
Ibs/year
Ibs/year
Ibs/year
F.2.2
Facility Profiles
       The Chesapeake Bay Phase IV Watershed Model Point Source Database includes
information for approximately 612 (the exact number varying depending on the year) active
industrial, municipal, and federal facilities discharging directly to surface waters within the
Chesapeake Bay watershed from all surrounding jurisdictions: New York, Pennsylvania,
Maryland, Delaware, District of Columbia, Virginia and West Virginia. Table F.32 is a

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summary of the number of significant: facilities in each jurisdiction for the example year 1996.
There are 335 significant facilities, with the remainder being Maryland "minors." In addition to
pollutant and flow parameters, listed in Table F.31, descriptive information about each facility is
also stored in the database, including information such as facility name, NPDES (National
Pollution Discharge Elimination System) permit number, location (latitude,  longitude, county,
state, and basin), and facility type (industrial, municipal, or federal).

   Table F.32: Significant Point Source Dischargers in the Chesapeake Bay Watershed (1996)
JURISDICTION
Virginia
Pennsylvania
Maryland
Majors
DC
Sub Total
New York
Delaware
West Virginia
Total
NUMBER OF FACILITIES
MUNICIPAL
Non-
Federal
77
127
47
1
252
18
2
5
277
Federal
2
0
5
0
7
0
0
0
7
INDUSTRIAL
Non-
Federal
21
18
9
0
48
0
1
0
49
Federal
0
1
1
0
2
0
0
0
2
TOTAL
100
146
62
1
309
18
3
5
355
F.2.3
Scenario Development
       Data and information for the following scenarios calculated for the Phase IV Chesapeake
Bay Watershed Model and used for the 1997 Nutrient Reevaluation, are also stored in the
database and discussed in more detail later in this Appendix:

•      Point source facility loadings estimated upon full implementation of the wastewater
       'Significant is defined for Maryland as a municipality having a flow greater than 0.5
MGD, or industrial equivalent total nitrogen discharge greater than 75 Ibs/day or total
phosphorous discharge of 25 Ibs/day; for Virginia, having a design flow of 0.5 MGD or greater,
or the industrial nutrient equivalent, and also all minor below fall line facilities; for
Pennsylvania, having a 1985 annual flow of 0.4 MGD or greater.

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       treatment upgrades committed to within each of the signatory jurisdictions' Tributary
       Strategies (Tributary Strategy Scenario),

•      Point source facility loadings estimated upon implementation of wastewater treatment
       upgrades committed to within each of the signatory jurisdictions Tributary Strategies to
       be in place by 2000 (Progress 20000 Scenario),

•      Point source facility loadings representing effluent levels if wastewater treatment nutrient
       reduction upgrades at all facilities across the bay were to be implemented at current limits
       of technology (LOT Point Source Scenario),

•      Point source facility loadings representing effluent levels using 2000 discharge flows if
       no wastewater treatment nutrient reduction efforts were implemented since 1985 (1985
       No Action Scenario),

•      Point source facility loadings representing flow and effluent levels for 1996 (1996
       Progress Scenario),

       Two additional sets of data were also assimilated for informational purposes, although
these data have not been used in any formal watershed model management scenario:

•      Point source facility loadings representing effluent levels if wastewater treatment
       technologies were implemented to achieve an effluent of 8.0 mg/1 total nitrogen, and

•      Point source facility loadings representing effluent levels if nutrient reduction were to be
       implemented using low cost modifications.

F.2.4         Data Sources

       The sources of point source information, listed below, are described in more detail in the
section appropriate to each jurisdiction:

•      EPA's Permit Compliance System (PCS), based on State National Pollutant Discharge
       Elimination System (NPDES) Discharge Monitoring Reports;
•      Data files from Pennsylvania Department of Environmental Protection including which
       was based on a 1994 sampling study;
•      Data files from the Virginia Department of Environmental Quality based on PCS,
       Discharge Monitoring Reports (DMR's), and the Virginia Voluntary Nutrient Monitoring
       Program;
•      Data files from the Washington Metropolitan Council of Governments;
•      Combined sewer overflow flow and concentration estimates from the District of
       Columbia Department of Consumer and Regulatory Affairs;
•      The completed  tributary strategies from Pennsylvania, Maryland, the District of
       Columbia, and Virginia.
•      Data from the Maryland Department of the Environment.

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       Table F.33 summarizes sources of point source data, and includes additional details on
default and speciation procedures which will be described in more detail in the section
appropriate to each jurisdiction.

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Comments
TN/TP Defaults


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F.2.2.1
Data from Jurisdictions
      The data sets listed below in Table F.34 were data obtained by the Chesapeake Bay
Program Office either from the Bay Program signatory jurisdictions or EPA's permit compliance
system and represent the basis for the completed Phase IV Watershed Model point source input
file.  (f:\\shared\modeling\pointsrc\facld71 .dat,facld7b.dat.) These data are produced separately
and stored on the Chesapeake Bay Program Office DEC Alpha in
USERDISK:[PLEGG.POINTSOURCE.PHASE4] or in the appropriate state subdirectory under
USERDISK:[PLEGG.POINTSOURCE].

 Table F.34: Point Source Data Source and Location Information Stored in the Chesapeake Bay
                             Program Office DEC Alpha
JURISDICTION
Maryland
District of
Columbia
District of
Columbia
Maryland
Virginia
Virginia
Pennsylvania
New York
YEAR
1984-1991
1984-1995
1992-1995
1992-1995
1992-1994
1995
1984-1993,
1995
1992-1995
DATA LOCATION/SOURCE
The corrected 1984-1991 flow and loadings input file after merging
1984-1991 Maryland facility monthly flow data and deleting Blue
Plains data (LD8491.SASEB$DATA).
Blue Plains flow and loadings generated from flow values provided
by the Metropolitan Washington Council of Governments and
concentration values provided by the Maryland Department of the
Environment, MWCOG (DO only) and District of Columbia
Department of Public Works - Water and Sewer Authority
(BP8495L.SASEBSDATA).
Combined sewer overflow data (annual average) provided by the
District of Columbia Department of Public Works Water and
Sewer Utility Administration. (CSO9295.SASEB$DATA)
Facility flow and loadings generated from data provided by the
Maryland Department of the Environment.
(LD9294C.SASEB$DATA,MD95L.SASEB$DATA)
Facility flow and loadings generated from the MS-Access database
(f:\user\shared\accessdb\ps\work\append-fl.mdb) used for the
Phase IV calibration runs (LD9294A.SASEB$DATA,
VA95L.SASEB$DATA).
Facility flow and loadings were received directly from Virginia
Department of Environmental Quality
f:\user\shared\ptsource\va\process\va95fin.xls
Facility flow and loadings were extrapolated from 1994
(PA84-95L.SASEB$DATA)
Facility flow and loadings generated from data extracted from PCS
(NY9295L.SASEBSDATA)

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 JURISDICTION
  YEAR
                DATA LOCATION/SOURCE
 Delaware
1992-1995
Facility flow and loadings generated from data extracted from PCS
(DE9295L.SASEBSDATA)
 West Virginia
1992-1995
Facility flow and loadings generated from data extracted from PCS
and also from data for four additional facilities provided to the
Chesapeake Bay Program Office by Carlton Haywood, Interstate
Commission on the Potomac River Basin (ICPRB) via Pravin
Sangani, West Virginia Department of Environmental Protection
(WVDEP) (WV9295L.SASEB$DATA)
Table F.35 lists the locations of data submitted from the jurisdictions that are in the
f:\user\shared\ptsource directory:

Table F.35: Point Source Data Source and Location Information stored in f:\user\shared\ptsource
                               	directory	
 JURISDICTION
  YEAR
                DATA LOCATION/SOURCE
 Pennsylvania
1994
Concentration and delivered load data received directly from
Pennsylvania Department of Environmental Protection on 5/4/97
(f:user\shared\ptsource\pa\process\pa_nutr.xls)
 Virginia
1996
Facility flow and concentration data received directly from Virginia
Department of Environmental Quality on 9/19/97
(f:user\shared\ptsource\va\process\vanupt96.xls)
 Virginia
1996
Concentration revisions received directly from Virginia
Department of Environmental Quality on 10/10/97
(f:user\shared\ptsource\va\process\vanupt96.xls)
Table F.36 lists the locations of data submitted from the jurisdictions that are filed in hard copy
in the appropriate data jurisdiction notebook:

   Table F.36: Point Source Data Source and Location Information stored in hard copy at the
                            Chesapeake Bay Program Office
JURISDICTION
DC
YEAR
1996
DATA LOCATION/SOURCE
Blue Plains flow and loading was received from the Metropolitan
Washington Council of Governments on 10/22/97. Hard copy filed
in the District of Columbia Documentation Notebook
Data submissions are stored on the Chesapeake Bay Program LAN in f:user/shared/ptsource,
under the appropriate jurisdiction.

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F.2.2.2       Chesapeake Bay Program Office Loading Calculations Assimilated for the
              Point Source Database

       Once the point source data from the jurisdictions was submitted, the Chesapeake Bay
Program Office performed certain calculations on the data in order to provide a complete load
inventory.  Such calculations included, where necessary, determination of loads from
concentration and flow data, and filling in missing data (according to procedures described
below), or calculating annual loads from monthly values. This section describes in general the
procedures employed by the Chesapeake Bay Program Office to perform such calculations.
Prior to submittal of the data to the Chesapeake Bay Program Office, the jurisdictions each
performed certain calculations and default applications.  These are described herein and in more
detail later in this Appendix.

       The Chesapeake Bay Program Office also obtained discharge data for the nonsignatory
states from the EPA Permit Compliance System and computed loads from this data as well.

F.2.2.2.1      Conversion Factors

       Equation (1) was applied by the Chesapeake Bay Program Office when using
concentrations and flow to calculate loads:

   (1)  Load (Ib/year) =  concentration(mg/l) x flow(MGD) x Days (365) x Constant (8.344)

       The constant 8.344 is a conversion factor used by the Chesapeake Bay Program Office
which converts millions gallons per day (MOD) and mg/1 into loads (or Ibs/day).  Loads
calculated by Pennsylvania and Virginia used 8.34 as the conversion factor, and Maryland used
8.347. The Chesapeake Bay Program Office used 8.344 for all the signatory and non-signatory
jurisdictions. Year round (365 days) operation was assumed unless otherwise specified.

F.2.2.2.3      Defaults and Species Relationships

       Default procedures (applications for filling in missing data) and species relationships vary
by jurisdiction as shown in Tables F.37 and F.38. Defaults and nutrient species relationships
were either performed by the jurisdiction prior to data submittal or were applied by the
Chesapeake Bay Program Office as necessary. Defaults and nutrient species relationships vary
according to jurisdiction preferences.  These species relationships are summarized in Table F.37.
                                           10

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                        Table F.37 : Species Relationship Summary
JURISDICTION
Virginia
Virginia
Virginia
Maryland
Pennsylvania
West Virginia
Delaware
New York
Maryland
Pennsylvania
West Virginia
Delaware
New York
FACILITY
TYPE
Municipal
Municipal
Industrial
Industrial
Municipal
YEAR
1984-1987
1988-1995
1984-1995
1984-1995
1984-1995
NH3/NO3/ORGNIT
(%TN)
73/11/16
75/9/16
100/0/0
100/0/0
50/35/15
PO4/ORGP
(%TP)
85/15
81/19
85/15
85/15
85/15
The default values are described in Table F.38.
                           Table F.38 Default Value Summary
JURISDICTION
Virginia
Virginia
Maryland
Maryland
Pennsylvania
Pennsylvania
DC
New York
New York
Delaware
Delaware
FACILITY
TYPE
Municipal
Industrial
Municipal
Industrial
Municipal
Industrial
Municipal
Municipal
Industrial
Municipal
Industrial
TN (mg/1)
18.7
NA'
18.0
NA
11.07
11.07
None
18.0
18.0
18.0
18.0
TP (mg/1)
2.5
NA
3.0
NA
1.31
1.31
None
3.0
3.0
6.0
6.0
BOD (mg/1)
6.25
NA
6.25
NA
6.25
NA
6.25
6.25
NA
6.25
NA
                                          11

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JURISDICTION
West Virginia
West Virginia
FACILITY
TYPE
Municipal
Industrial
TN (mg/1)
18.0
18.0
TP (mg/1)
6.5
6.5
BOD (mg/1)
6.25
NA
       As in Phase III, a default dissolved oxygen concentration of 6.25 mg/1 was used to
estimate dissolved oxygen loads from municipal facilities.

       Missing Biochemical Oxygen Demand (BOD) values were filled in with values from
other years wherever possible using the fill program contained in Phase III Appendix F
(Attachment 2).  When no data were available for a facility, no defaults were used.
F.2.2.2.4
Delivered Load Calculations
       Discharged loads represent what is being discharged at the end of pipe. To determine
delivered loads, delivery factors are applied to the discharged loads to estimate the amount of
attenuation through the tributaries to the mainstem of the Chesapeake Bay. The file for these
delivery factors is in Microsoft Access, p:ptsource\ps_cbpo.mdb\ TF (Progress 2000) 10/3, TF
(1985 Reference) 10/3, TF (Tributary Strategy)  10/3. The delivery factors are applied to all
facilities in the watershed; a factor of 1 for those facilities below the fall line and varying factors
of less than one to those facilities above the fall line. Different delivery factors are applied
depending on year and model scenario. Because delivery factors were not calculated for each
year and scenario, the 1985 delivery factors were applied to the 1985-1991 discharged loads, the
1996 delivery factors were applied to the 1992-1996 discharged loads.  The delivery factors can
be found in Tables F.I6 and F.I7.

F.2.2.2.5      Linkages to the Watershed Model

       Once the data were obtained from the sources previously listed and assimilated into a
collective database,  linkages were made to the Watershed Modeling database in order to perform
modeling scenario analyses. The facility flow and loadings file was merged with a facility
descriptor data set in order to assign the appropriate fall line designation and associated
Watershed Model segment (above fall line facilities) or 3-D Water Quality Model cell (below fall
line facilities) to each facility. Facilities with no previously assigned watershed model segment
were assigned a segment number by Chesapeake Bay Program Office by performing a GIS
overlay of the watershed model segment coverage and a point coverage generated from the
facility/outfall latitude and longitude values. A  significant  effort was made to ensure that
reported latitude/longitude values were in fact correct.  The following sources were used to
ensure the validity of the facility reported location values:

•      EPA's Permit Compliance System
•      Correspondence with Pennsylvania (primarily hard  copy reports generated from PCS) and
       Virginia officials (VABAYFAC.DBF)
                                           12

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•      ADC maps and State topographic atlases
•      US Army Engineering Labs CORPSCON software (to convert State Plane Coordinate
       System northing and easting values to NAD27 geographic coordinates).

F.3           Data Compilation for 1985-1995

       This section describes the individual data assimilation process for each Bay jurisdiction
and the incorporation of the jurisdictional data into the single baywide point source database.

F.3.1         Virginia

F.3.1.1       General Description

       The database contains data for up to 100 significant (the exact number varies according
to year) facilities submitted to the Chesapeake Bay Program Office by the Virginia Department
of Environmental Quality. The Virginia Department of Environmental Quality submitted data
for major facilities that were either 1) municipalities  having a design flow of 0.5 MOD or
greater, 2) municipal facilities located below the fall line, regardless of flow, and 3)  industrial
facilities having an equivalent or greater nutrient discharge to that of a municipality with a flow
of 0.5 MOD. The equivalent industrial discharge equates to a loading of 75 Ibs/day for TN
and/or 25 Ibs/day TP (based on an effluent concentration of 6 mg/1 for TP and 18 mg/1 for TN).

       Virginia Department of Environmental Quality's procedures for acquiring and submitting
this database began with compilation,  of DMR data, by Virginia Department of Environmental
Quality central office support staff in Richmond from their six regional offices.  This data was
loaded into PCS. Virginia Department of Environmental Quality's Chesapeake Bay Office staff
then retrieved data from PCS. In some cases, the PCS data was supplemented with data from
Virginia's Voluntary Nutrient Monitoring Program. The use of Virginia's Voluntary Nutrient
Monitoring Program data  was to either add individual observations for a month where data were
missing, create average values, or sometimes to check the "reasonableness" (not accuracy or
validity) of other reported information, usually DMR data.  The completed database was then
sent to the Chesapeake Bay Program in FoxPro.  Table F.39 presents a chronology of efforts to
build the Phase IV database for Virginia Point Source facilities.
                                          13

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                     Table F.39 : Virginia Data Assimilation Details
VIRGINIA CORRESPONDENCE ON POINT SOURCE DATABASE |
DATE
Not
available
12/17/96
4/2/97
5/28/97
FROM
John
Kennedy,
VADEQ
John
Kennedy,
VADEQ
Arthur
Butt,
VADEQ
Arthur
Butt,
VADEQ
TO
CBPO
CBPO
Allison
Wiedeman,
CBPO
CBPO
SUBJECT
Submission of 2000 flow projections for
the James, Rappaharmock, York, and
Small Coastal Basins.
1985 Baseline loads were corrected by
deleting 1985 loads for 5 facilities that
were not operating in 1985 (#65552,
21288,63690,68110,73805). In
addition, the 1985 loads and flow for
Remington STP, VA0076805 were
corrected.
Certain discrepancies existed between
the Phase IV database and the Virginia
Department of Environmental Quality
database that needed to be corrected.
Such corrections include differences in
loadings for TN and TP especially for the
years 1988 and 1989. Yet, as this 4/2
memo also states, the Phase IV baseline
data is within 2% of the Virginia
Department of Environmental Quality
data, and the Phase IV 1994 data (the
basis for much of the 1995 loadings) is
within 3% of the Virginia Department of
Environmental Quality data. This
represents very close agreement in the
data sets for the endpoint years of the
database.
After several load comparisons, the data
was determined to be accurate.
ATTACHMENT
NUMBER
Attach 4
Attach 5
6
7
      3 Virginia Department of Environmental Quality has provided CBPO with annual point
source nutrient load and flow estimates for 1985, and 1992 through 1995. The Chesapeake Bay
Program applied these values on a monthly basis as well.
                                         14

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VIRGINIA CORRESPONDENCE ON POINT SOURCE DATABASE
DATE
7/25/97
1993
9/22/94
4/23/96
12/3/96
1/28/97
&
1/31/97
FROM
Arthur
Butt,
VADEQ
VADEQ
VADEQ
VADEQ
VADEQ
VADEQ
TO
CBPO
CBPO
CBPO
CBPO
CBPO
CBPO
SUBJECT
Additional point source changes
including default and flow values were
submitted and were responded to by the
CBPO. This will be addressed in later
versions of this database.
1992 data was submitted.
1993 data was submitted.
1994 data was submitted.
1995 data for the Potomac was
submitted.
1995 data for the lower tributaries was
submitted.
ATTACHMENT
NUMBER
9
not
available
10
, 11
12
13
F.3.1.2
Defaults and Species Relationships
       Data received from Virginia Department of Environmental Quality was in the form of
annual loads for TN, TP, concentration and flow. Where TN and TP loads were missing for an
active discharging facility, Virginia Department of Environmental Quality assumed default
concentrations of 18.7 mg/1 for TN and 2.5 mg/1 for TP for municipalities. No defaults were
used for industries. Data provided by Virginia Department of Environmental Quality was in the
form of annual loads and flows. CBPO applied these relationships on a monthly basis as well.

       Data for the total nutrient parameters were broken down into their species for use in the
Bay Watershed Model.  Species loadings were generally estimated by developing ratio
relationships, also used in the Phase HI database and collectively summarized for all watershed
states in Table F.37. For Virginia industrial facilities, the total nitrogen load was assumed to
consist entirely of ammonia and the total phosphorus load was assumed to be 85  percent
phosphate and 15 percent organic phosphorus. Table F.40 illustrates the percentages used to
estimate ammonia, nitrate, organic nitrogen, phosphate and organic phosphorous from total
nitrogen and total phosphorous loads for municipal facilities.
                                           15

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                  Table F.40: Municipal Nutrient Species Relationships for Virginia
YEAR
1984-1987
1988-1995
NH3/NO3/ORGN (%TN)
73/11/16
75/9/16
PO4/ORGP (%TP)
85/15
81/19
F.3.2         Maryland

F.3.2.1        General Description

       The Maryland portion of the database consists of information for approximately, 319
facilities; 62 majors with flow equal to or greater than 0.5 MOD or having an industrial
equivalent load of 75 Ibs/day TN and/or 25 Ibs/day TP, and approximately 257 minor facilities;
facilities with flow between 0.001 and 0.5 MOD.  Industrial facilities were included if their
nutrient loads were equivalent to what a major municipal facility (0.5 MGD) providing
secondary treatment would discharge (assuming 1985 average annual effluent phosphorus and
nitrogen concentrations of 6.0 mg/1 for TP and 18 mg/1 for TN for municipal facilities). Power
plant and water treatment plant discharges were excluded because these discharges were not
considered to be nutrient sources. Data has been submitted by Maryland Department of the
Environment every year since 1985 and includes monthly and annual loads for nutrients and their
species, BOD, COD, TSS, and in some  cases, treatment technology employed and iron.

       Until May of 1996, the Maryland Department of the Environment Water Management
Administration (WMA) entered point source data into two distinct databases. Effluent discharge
concentration and loading values for major facilities, both industrial and municipal, were entered
from DMR's into the PCS database on the US EPA IBM mainframe computer.  These same
values, along with additional values for non-permitted wastewater variables such as nutrients,
were entered into an Oracle database located at Maryland Department of the Environment. The
Oracle database was much more comprehensive because it contained data for all municipal
facilities, making it much more useful to both the enforcement and inspection divisions within
WMA.  The Oracle database also contained data for industrial facilities. Because Maryland
Department of the Environment began to include monitoring requirements (without limits) for
nutrient constituents in discharge permits for major facilities in the late 1980's, these data were
also generally  included into the Oracle database.

       The municipal point source data were then extracted annually from the Oracle database
by Maryland Department of the Environment's Chesapeake Bay and Watershed Management
Administration, now the Technical and  Regulatory Services Administration (TARSA).  Each
year's data were uploaded to a microvax system and processed using SAS.  After undergoing a
thorough review and correction of the data, permanent SAS data sets were created. The QAQC
process involved the comparison of Discharge Monitoring Report values with those included in a
facility's monthly operating report (MOR).  While the DMR provides a summary of monthly
average wastewater values, the MOR provides daily values along with the monthly averages.
                                          16

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       Data for the eleven significant industrial discharges (approximately 30 outfalls) were
compiled directly from DMR's, MOR's and permit applications each year. MOR's were used to
verify DMR data and permit application data were used to estimate parameter concentrations not
reported in the DMR's. They were then entered into a Lotus Spreadsheet, exported as a tab
delimited ASCII text file, and finally uploaded to the microvax to be included in the municipal
poinl source data.

       The final Maryland point source database (individual annual files for 1984 -1992
containing monthly observations for each facility) was delivered to the Chesapeake Bay Program
on 9 mm tape and loaded to the Vax (now DEC alpha) system for processing. 1992 -1994 data
was submitted to CBPO on 1/4/96 (Attachment 14). A resubmission of the 1992-1994 data was
received on 5/23/96 (Attachment 15). A second 1994 Maryland point source data submission
was received on 9/4/96 (Attachment 16).  1995 data was submitted in 2 parts (Attachment 17 and
18). The 1993-1995 Maryland Department of the Environment data was submitted in ASCII
format via e-mail to the DEC alpha; it was processed using SAS.

       A computer programming error caused the TN values for some of Maryland's minor
dischargers to be too low due to zero NO3 concentrations appearing in the database. This was
resolved with a data set received from the Maryland Department of the Environment in June
1997 (Attachment 19). The changes were incorporated into the Point Source Database.

       The Phase IV Watershed Model point source data that was submitted by Maryland
Department of the Environment was approved, as it matched "quite closely" although a few
minor differences were noted (Attachment 20).
F.3.2.2
Defaults and Species Relationships
       The Chesapeake Bay Program Office staff did not perform any default procedures for TP
and TN in the data received from the Maryland Department of the Environment because all
values were present in the database. Maryland Department of the Environment municipal
defaults are: NH3=13.51, ORGN=2.96, NO3=1.53, TN=18, PO4=2.52, TP=3.  Industrial values
were from permit applications.

However, wherever species data were missing, CBPO determined the relationships as delineated
in Table F.41 (also summarized in Table F.37):

                 Table F.41: Species Relationship Summary For Maryland
FACILITY
TYPE
Industrial
Municipal
NH3/NO3/ORGN (%TN)
100/0/0
50/35/15
PO4/ORGP (%TP)
85/15
85/15
Aberdeen Proving Grounds-Edgewood was not included in the 1995 data submission. Therefore,

                                          17

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1994 data were used for 1995 for this facility.

F.3.3          Pennsylvania

F.3.3.1        General Description

       The Pennsylvania database consists of data for approximately 146 significant point
source facilities.  According to the Pennsylvania Department of Environmental Protection,
facilities having 1985 annual average flows of 0.4 MOD or greater were classified as significant
and used in the development of Pennsylvania's Tributary Strategy. However, there are a few
facilities with 1985 flows less than 0.4 MOD included in the strategy as well.

       The point source database developed for the Phase II and Phase III Watershed Model was
replaced by the Phase IV Watershed Model database using a methodology agreed to between
Chesapeake Bay Program Office and Pennsylvania Department of Environmental Protection
(Attachment 21). The Phase IV database was developed by conducting, on a per facility basis, a
linear interpolation between the 1985 baseline data and Pennsylvania Department of
Environmental Protection's 1994 point source sampling program data to determine yearly
loadings equally distributed for the years 1986 through 1993 . This interpolation was then
applied backwards to determine 1984 loadings, and forward to determine the 1995 loadings. All
other facilities and data not from the Pennsylvania Tributary Strategy list of baseline facilities, in
the sampling study, or in the list below, were deleted from the database developed for the Phase
II and IE Watershed Model which produced a revised Phase IV database for the years 1984 -
1985. The Pennsylvania 1985 baseline load data for TP and TN comes from their draft 1994
Tributary Strategy. The 1994 data contains values for nutrient constituents based upon a one
year study.  This study, "Report on the Comprehensive Study to Determine Nutrient Loadings to
the Chesapeake Bay From Pennsylvania Point Sources" (Attachment 22) analyzed quarterly
samples at 91 facilities. Summary results of these data were used to  fill in values for the other 58
facilities (for a total of 146 industrial and municipal facilities within the Pennsylvania's portion
of the Susquehanna and Potomac basins). The data included annual loads, flow and
concentrations for TP, TN and flow for the facilities. The Chesapeake Bay Program Office used
these values to calculate monthly loads and flows.

       In addition, a list of the top twelve facilities, with the greatest difference in 1985 TN
loadings between the current Chesapeake Bay Program Office Phase IV and the Pennsylvania
Tributary Strategy database, was examined. The Chesapeake Bay Program Office and
Pennsylvania Department of Environmental Protection agreed that the point source database
would include the decisions, regarding the 12 facilities that are summarized below in Table F.42
and documented in Attachment 21:
                                           18

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              Table F.42: Pennsylvania Point Source Facilities with Odd Cases4
NPDES
PA027197
PA007439
PA026808
PA027022
PA026999
PA035092
PA026719
PA1 10582
PA028681
PA008885
PA0008303
PA0024791
FACILITY
Harrisburg Sewage
Westover Leather
Springettsbury
Altoona
Penn State
Tyson Foods
Lancaster
Sellinsgrove
Kelly Township
Procter and Gamble
Bethlehem Steel
Sellinsgrove
DECISION
Use the Tributary Strategy 1985 loading
Out of Service in 1984 - delete from database
Use the Tributary Strategy 1985 loading
Use the Tributary Strategy 1985 loading
Out of Service in 1984 - Delete from database
Use the Phase II/III data for 1985, and carry it
through 1994 (it is still operating)
Out of Service in 1 1/87. Use the value calculated
from the Tributary Strategy (the facility was not
listed in the Tributary Strategy loading table, but the
facilities flow and concentration were in the
Tributary report) of 476,706 for the years 1985 and
1986, and thru 11/87.
Use the 1994 data of 51,684 for all the years.
Use the 1994 data of 45,413 for all the years.
Use the Tributary Strategy 1985 loading
Very little if any nutrients from this facility - delete
from database
Not in operation, most likely replaced with 1 10582
above - delete from the database
       In performing the above described interpolation between 1984 and 1995, negative loading
values resulted for the facilities listed in Table F.43. For these facilities, 1984 flow and loadings
were set to 1985 values and 1995 flow and loadings were set to 1994 values. The BOD and DO
(based upon 6.25 mg/1 for municipals only) values from the Phase III Watershed Model Database
were retained.  The following facilities (existing in the Phase IV database) did not contain either
1985 or 1994 loadings, so they were deleted from the file: Corning Asashi Video Products
(PA0008923), Lowengart & Company (PA0009521), Letterkenny Army Depot (PA0010502).
       4The decisions regarding these 12 facilities, were applied for both total nitrogen and total
phosphorous.
                                           19

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  Table F.43: Pennsylvania Point Source Facilities with Zero Loadings after Data Interpolation
NPDES
PA0008231
PA0008265
PA0008419
PA0008869
PA0009172
PA0009229
PA0009270
PA0020800
PA0020851
PA0026263
PA0032557
PA0070041
PA0083593
PA01 12127
PA01 14821
FACILITY NAME
Gold Mills Dyehouse
Appleton Paper Springmill
Merck & Company
P-H Glatfelter Company
Chloe Textiles Inc.
Consolidated Rail Corporation - Enola
Heinz Pet Foods
White Deer Township
Hyndman Borough
York City
Logan Township - Greenwood Area
Mahanoy City
Silver Spring Township
Pennsylvania Fish & Boat Commission -
Typlersville
Gregg Township
YEAR
1984
1984
1984
1984
1984
1984
1984
1995
1984
1995
1995
1984
1984
1995
1984
PARAMETER
TN
TN
TP
TN
TN
TN
TN
TP
TN, TP
TP
TP
TN, TP
TN,TP
TN
TN,TP
F.3.3.2
Defaults and Species Development
       Species relationship values were determined by the Chesapeake Bay Program Office
using the same relationships as presented above for Maryland and summarized in Table F.37.

       Pennsylvania Department of Environmental Protection developed their own default
concentrations for estimating TP and TN based on the 1994 sampling study.  The TN default
was 11.07 mg/1 and the TP default was 1.31 mg/1.
F.3.4
District of Columbia
F.3.4.1       General Description

       The Point Source Database includes only one facility for the District of Columbia: the
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Blue Plains Wastewater Treatment Plant. Data for Blue Plains was submitted by the
Metropolitan Washington Council of Governments (MWCOG) for 1992-1994 (Attachment 23)
and for 1995 (Attachment 24). The Blue Plains discharge data from MWCOG contains monthly
discharged loads for TN,  TP, TKN, NH3, NO3, NO2, BOD, DO as well as flow.  Data for the
Combined Sewer Overflow loads associated with Blue Plains was estimated by the District of
Columbia Department of Public Works and represents their best estimate (not based on actual
data) (Attachment 25). The combined sewer overflow estimates are for flow to the Anocostia,
Potomac, and Rock Creek and are based on a 1991 combined sewer overflow modeling effort by
Metropolitan Washington Council of Government and a monitoring study by O'Brien and Gere
performed in the 1980's.  Flows, TP and TN were provided and monthly values were calculated.

      The Blue Plains facility treats wastewater from Maryland, Virginia, as well as the District
of Columbia.  The loads for the Blue Plains facility are therefore proportional to each jurisdiction
according to the flows being treated from each of the three jurisdictions. The database includes a
Blue Plains "facility" for  each related jurisdiction. Thus, total loads from Blue Plains must be
calculated by adding the individual Blue Plains loads that are included in the database for
Maryland, Virginia, and the District of Columbia.

      The percentage flows for each jurisdiction for 1985-1995 were calculated according to a
memo from the District of Columbia Department of Public Works which estimates the percent
contribution from each jurisdiction (Attachment 26). The percentage  flows for each jurisdiction
for 1996 and 2000 was calculated according to the flow contributions estimated in a memo from
the Metropolitan Washington Council of Governments (Attachment 27).  The flow contributions
from each jurisdiction are summarized in Table F.44.

                  Table F.44: Blue Plains Jurisdiction Flow Contributions5
YEAR

1985-1995
1996
2000
JURISDICTION FLOW PERCENTAGE
VIRGINIA
9.04
9.50
10.34
DISTRICT OF
COLUMBIA
51.03
48.19
46.40
MARYLAND
39.92
42.29
43.25
       All of the percentage contributions were reviewed and agreed to by the Chesapeake Bay
Program Nutrient Subcommittee's Point Source Workgroup. The District of Columbia data was
reviewed and concurred with as submitted in a memo from the District of Columbia Department
of Consumer and Regulatory Affairs (Attachment 28).
       5The splits assume that the flows from the Washington Suburban Sanitary Commission
are from Maryland; flows from Fairfax, LCSA, Vienna, and Dulles Airport are from Virginia;
and flows from the District of Columbia are from the District of Columbia portion.
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F.3.4.2        Defaults and Species Relationships

       The Chesapeake Bay Program Office performed no default additions or species
relationships assumptions to the District of Columbia data because the database was complete.

F.3.5         New York

F.3.5.1        General Description, Defaults, and Species Relationships

       There are 18 New York point source facilities, all of which are municipalities, included in
the database. Of these 18 facilities, 15 have flows greater than 0.5 MOD. Data for New York
point source facilities for 1984 through 1991 was taken from the Phase III Watershed Model
database.  Data for the years 1992 though 1995 for these same 18 facilities was obtained through
PCS.

       In the Phase III Watershed Model database, the default value for the TP concentration
was changed for NY from 6.5 to 1.0 mg/1 to reflect the phosphorous ban which went into effect
in 1977 as part of the Great Lakes restoration effort. The TP default was later changed to 3.0
mg/1 for the Phase IV Watershed Model because it is more representative of the phosphate ban
effluent concentrations.

       TN concentrations from Phase n Watershed Model (as presented in the 1985 Baseline
Point Source Load Inventory: 1991 Reevaluation Report No. 2 6 were used as default values to
calculate loadings when actual concentrations could not be calculated from nutrient constituents
reported in PCS. While the TN default concentrations may be carried from year to year, the
loads will vary from 1985 due to different flow values used. Often the only available nutrient
related pollutant parameter available through PCS is for NH3 and TKN. Thus, if only NH3 or
TKN data were available, TN concentrations were used from Report No 2 (the Phase II
Watershed Model point source database).  Other nitrogen and phosphorous species were then
back calculated using the species relationships described previously in section F.2.2.2.3 in Table

F.3.6         West Virginia

F.3.6.1        General Description, Defaults, and Species Relationships

       There are 5  West Virginia point source facilities included in the database.  Of these 5
facilities, 4 have flows greater than 0.5 MOD.  West Virginia point source facility data for the
years 1984 through 1991 were taken directly from the Phase III Watershed Model point source
database.  Data for the years 1992 through 1995 was retrieved from PCS and processed in SAS
to produce monthly flow, concentration and loadings files for these same 5 facilities. TP and TN
       619S5 Baseline Point Source Load Inventory: 1991 Reevaluation Report No 2,
Chesapeake Bay Program. February 4,1993.

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concentrations for these facilities from Phase II Watershed Model Database (as presented in the
1985 Baseline Point Source Load Inventory: 1991 Reevaluation Report No. 2) were used as
default values to calculate loadings when actual concentrations could not be calculated from
nutrient constituents reported in PCS since 1991.

       Data for 4 additional municipal point source facilities (3 greater than 0.5 MOD) was
obtained by the Interstate Commission on the Potomac River Basin from the West Virginia
Department of Environmental Protection (Attachment 29). Data for these 4 facilities was
included for the years 1992-1995 only.  Some facility information was submitted along with
annual average flow and nutrient constituent concentrations for the years 1992 to 1995. Default
effluent concentrations for these newly added facilities of 18.0 mg/1 for TN and 6.5 mg/1 for TP
(West Virginia defaults used for 1985 baseline) were used where necessary. The species
relationships were the same as those used for Maryland and summarized in Table F.37. These
facilities did not have model segments assigned to them due to the fact that the data was received
after initial model runs had been completed. Thus, the loads for these facilities are not included
in the Phase IV Watershed Model run. These facilities are: WV008275 - Berkeley County
PSSD, WV002015 - Morefield, WV002006 - Berkely County PSSD, and WV002179 -
Petersburg.

F.3.7        Delaware

F.3.7.1       General Description, Defaults, and Species Relationships

       There  are 3 Delaware point source facilities included in the database. Of these 3
facilities, 2 have flows greater than 0.5 MGD.  Flow and loadings data for Delaware point source
facilities for the years 1985 through 1991 was taken directly from the Phase III Chesapeake Bay
Watershed Model point source database. Data for these same facilities for the years 1992
through 1995  was retrieved from PCS and processed in SAS to produce monthly flow,
concentration and loadings files.

       The speciation relationships for Maryland were also used for Delaware as shown hi Table
F.37. TP and TN concentrations from Phase II Watershed Model database (as presented in 1985
Baseline Point Source Load Inventory: 1991 Reevaluation Report No. 2) were used as default
values to calculate loadings when actual concentrations could not be calculated from nutrient
constituents reported in PCS.

F.4          Data Compilation/Analysis for other Scenarios

       In addition to determining loads for previous and current years, work was performed to
estimate future loads as well as loads representing various nutrient reduction actions.  The seven
scenarios that were developed are described in this section.

       All but two of the Watershed Model scenarios described in this section were simulated
through the Phase IV Watershed Model. The "BNR at 8 mg/1" and the "Low Cost Modification"
scenarios were not run as scenarios through the Phase IV Watershed Model but were calculated

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for the Chesapeake Bay Program partners for informational purposes to determine ranges for
possible load reduction practices.

F.4.1         Tributary Strategy Scenario Point Source Loading Estimates

       The following is a summary of the point source database representing reductions
anticipated to be achieved under full implementation of the tributary strategies.  Note that the
data has been assimilated for annual averages only, and not for monthly averages. The database
is located in an Access table, p:ptsource\ps_cbpo.mdb\.

The  following steps, described later in more detail, were conducted to determine tributary
strategy implementation loads:

1)     Determine the year 2000 load based on projected flow and concentration data submitted
       either in the tributary strategies or other jurisdiction-supplied sources,

2)     Convert the jurisdiction-supplied projected 2000 load to a "population-based load" by
       a)     Determining population increases per model segment between 1995 and 2000,
       b)     Applying these population increases directly to appropriate 1995 facility flows to
              determine  year 2000 flows (or "population based flows"), and then
       c)     Calculating load from the "population based flows" and concentration data based
              on load/flow relationships using equation (2) shown in F.4.1.3.

       The jurisdiction-supplied year 2000 point source loads were converted to population-
       based loads in this scenario to more accurately, and in some cases more consistently
       predict loads based on population increases.

       There were, however,  some cases where population-based loads were not calculated from
jurisdiction-supplied loads for use in the Tributary Strategy Watershed Model Scenario.  These
cases included industrial loads, as these loads are not directly related to population trends, and
loads from point source facilities in the Virginia Potomac Shenandoah Basin and the
Pennsylvania portions of the Susquehanna and Potomac basins data for the reasons described
later in this section. In these cases, jurisdiction supplied tributary strategy loads were used.

F.4.1.1       Jurisdiction supplied Tributary Strategy Load Estimates

       The jurisdiction's point source data for the 2000 load estimates generally came from the
data published in the jurisdictions' tributary strategies. Point source load estimates for the
Tributary Strategy Implementation Scenario were calculated on the assumption that all planned
point source upgrades would be implemented. However, Progress 2000 estimates described in
Section F.4.2 do not include implementation of BNR at 18 municipal facilities. Also, for the
basins where tributary strategies do not exist, as in the Virginia lower tributaries and the non-
signatory states, 1995 discharged concentrations were applied to 2000 flow estimates to calculate
loads for both the Tributary Strategy scenario and the Progress 2000 scenario.
                                           24

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       TP and TN loads were first estimated, and then, according to species ratio relationships
delineated in earlier sections of this Appendix, species loads were calculated for ORGN, NO3,
NH3, PO4, ORGP.  This methodology was used because only total phosphorus and nitrogen
loads were available for 2000.

F.4.1.2        "Population-Based" Flow Estimates

       As described above, the jurisdiction-based load estimates were converted to "population-
based" loads.  The first step in this effort was to calculate population increases per model
segment.

       Population based flows were estimated based on population increases determined by a
Chesapeake Bay Program ad hoc workgroup. Population increases from 1995  to 2000 were
estimates per model segment. The same increase was applied to 1995 facility flows, per
segment, to obtain year 2000 flow projections.  Year 2000 flows were then combined with
appropriate concentrations, to determine 2000 loads for TP and TN.

       During the Summer of '96, an ad-hoc workgroup was formed consisting of planners and
demographers from the Bay jurisdictions and the Chesapeake Bay Program Global Information
System team, the purpose of which was to agree on the most accurate available population
projections for 2000 and beyond.  This effort was part of the '97 Reevaluation plan and was
assigned to the Land, Growth and Stewardship Subcommittee. The Workgroup agreed to use the
Chesapeake Bay Program-generated population estimates and projections. The population
estimates and projections as well as a description of the methodology can be found on the
Chesapeake Bay Program web page:
http://www.chesapeakebay.net/bayprogram/bay_eco/popul.shtml.

       The result of this workgroup's efforts was to determine population estimates through 2020,
per watershed model segment. The methodology involved in determining the population within the
Chesapeake Bay watershed for each county using  detailed 1990 U.S. Census of Population and
Housing Census Block Centroids. The population for the watershed portion of each county was then
compared to the total county population to determine the percentage of each county's population
within the watershed. For example, counties entirely within the Chesapeake Bay watershed were
assigned 100%, counties partially within the watershed were assigned a percentage based on the sum
of the  block centroids population within the watershed to the total county population.  This
percentage was applied to census bureau based population estimates by county to determine the
basin population for 1991 through 1995.   This  same percentage was applied to state-based
population projections for 2000,2005,2010,2015, and 2020 to estimate population for each of those
years. A similar method was used to determine population estimates and projections by modeling
segment and hydrologic units.

       Future flows were assumed to be directly related to population  growth over a given time
period.  Thus,  the percentage population growth for a defined area between 1995 and 2000 was
directly applied to 1995 flows to estimate the percentage of flow increase by 2000.  Estimates of
flow based on population growth are referred to in this document as "population based flows."

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F.4.1.3        "Population Based" Load Estimates

       Municipal wastewater treatment  facility loads were  assumed to be directly related to
population increases.  Thus, municipal "population based" loads were calculated based on equation
(2):

(2) 2000 Load (based on pop) =2000 Load (based on jurisdiction data) x 2000 Flow (based on pop)
                                    2000 flow (based on jurisdiction data)

       Use of this equation, which was based on a relationship between load  and flow, was
appropriate because the concentration of the jurisdiction supplied load and of the population based
load is the same.  It was necessary to use this relationship because the actual concentration data was
often unavailable.

       This relationship was used to determine "population based" loads for municipal facilities in
the District of Columbia, Maryland and the Virginia lower tributaries. However, industrial loads
were taken directly from jurisdiction  supplied data.

The following is a more detailed description of the assimilation of this model scenario by state.

F.4.1.3.1      Virginia

       Potomac facility year 2000 flows and TN and TP loadings were obtained from Virginia
Department  of Environmental  Quality which combined the  August  1995 draft of the Virginia
Potomac Tributary Strategy7, facility design capacity, and owner furnished estimates.  (Attachment
30).  The concentrations listed in both Attachment 30 and the Virginia Potomac Tributary Strategy
were applied to the 2000 flows to determine the Tributary Strategy scenario point source input loads.

       Implementation of biological nutrient removal technologies was assumed for the facilities
listed in Table F.45, per the final  December 1996 Virginia Potomac and Shenandoah Tributary
Strategy8 and the facility discharge concentrations listed in Attachment 30.
       7 Commonweatlth of Virginia Potomac Tributary Strategy, Virginia Department of
Environmental Quality, August 1995.

       8 Commonwealth of Virginia Shenandoah and Potomac Basins Tributary Nutrient
Reduction Strategy.  Virginia Department of Environmental Quality, December 1996.

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   Table F.45: Virginia Facilities Implementing Biological Nitrogen Removal in the Potomac
                                   Tributary Strategy
FACILITY
Alexandria
Purcellville
Lower Potomac
Arlington
Dale City #1
Dale City #8
FWSA Opequon
H.L. Mooney
Harrisonburg-Rockingham (only
!/2 plant retrofit)
Leesburg
Aquia
Quantico Mainside
TN CONCENTRATION
(MG/L)
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
14.20
8.00
8.00
8.00
       "Population-based" loads for the Potomac Shenandoah basin were not calculated because
the data was considered to be recent enough not to warrant further updates.  Rather than
population based estimates, Virginia Department of Environmental Quality supplied Potomac
facility year 2000 flows which were a combination of the August 1995 draft of the Virginia
Potomac Tributary Strategy, facility design capacities, and owner furnished estimates.

       Year 2000 flow projections for the James, Rappahannock, York, and the Western and
Eastern Shore Virginia Basins were based upon facility design capacities and owner furnished
estimates supplied by Virginia Department of Environmental Quality.  The  1995 TP and TN
concentrations were applied to 2000 flow to calculate 2000 loads for these facilities. The 2000
flow projections for the James, Rappahannock, York, and the Small Costal Basins were
submitted by Virginia Department of Environmental Quality (Attachment 4) which was based
upon facility design capacity and owner furnished estimates. The "population-based" flows were
applied to the 1995 TN and TP concentrations to get 2000 population based loads according to
equation (2). Implementation of biological nitrogen removal was assumed to be implemented for
the Henrico and Nansemond facilities at 8 mg/1 by the year 2000.
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       Revision requests from the Virginia Department of Environmental Quality, which
generally included concentration and flow changes for the Tributary Strategy and other scenarios,
were submitted in Attachment 8. The Chesapeake Bay Program Office implemented these
changes.

F.4.1.3.2      Maryland

       Year 2000 flows and loads were obtained from the February 1, 1995 draft of the
Maryland Tributary Strategy9. The "population-based" flows were calculated according to the
procedure described in section F.4.1.2. According to the Maryland Tributary Strategy, all of
their major facilities will have BNR in place.  Thus, all major facilities are considered to have
BNR for this scenario. The WR Grace industrial facility tributary strategy scenario data was
revised according to Attachment 31. The flow was set at 1.652 MOD and the TN load was set at
276,670 Ibs/yr because new information revealed that WR Grace expects to implement BNR by
2000.

F.4.1.3.3      Pennsylvania

       Year 2000 load estimates were determined based on Pennsylvania's 2000 projections
from their 1996 Tributary Strategy10 and their 1994 Sampling Study, Report on the
Comprehensive Study to Determine Nutrient Loadings to the Chesapeake Bay from
Pennsylvania Point Sources (Attachment 22).

       The Chesapeake Bay Program efforts to assimilate the 2000 projected loads from the
Pennsylvania Department of Environmental Protection supplied data were complicated by the
fact that certain values were missing in the Pennsylvania Tributary Strategy database.  In
addition, the Tributary Strategy provided data in terms of delivered, as opposed to discharged
load. Efforts to determine discharged loads are described below.

       Data from the Pennsylvania Department of Environmental Protection Sampling Report
(PA_nutr.xls) was received by the Chesapeake Bay Program Office on May 5, 1997.  The data
contained 1994 concentration and 2000 delivered load data; no 2000 concentration or 2000 flow
data was provided. This represents the data presented in their 1996 Tributary Strategy with a
state TN total delivered load of 12.8 million pounds for the year 2000. This data had to be
transformed  into discharged loads by applying the Pennsylvania delivery ratios (also submitted
to the Chesapeake Bay Program Office on May 5, 1997). The Pennsylvania Department of
Environmental Protection data was also missing delivery ratios for certain facilities. Thus, for
those facilities the delivery ratios submitted from Pennsylvania Department of Environmental
       9Maryland's Tributary Strategy for Point Source Nutrient Reduction. Maryland
Department of the Environment. February 1,1995.

       '"Pennsylvania's Draft Nutrient Reduction Strategy for the Susquehanna and Potomac
River Basins. Pennsylvania Department of Natural Resources. March 1994.

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Protection on December 12,1996 were used (Attachment 32). Using those delivery ratios, a
2000 discharged load was back-calculated for TN and TP n.

       The 1994 concentrations in the Point Source Database were used in combination with the
2000 load data from the Pennsylvania Tributary Strategy to calculate year 2000 loads. Where no
1994 TN concentrations were provided, a default of 11.7 for TN was used. This was at the
suggestion of Pennsylvania Department of Environmental Protection because the data is based on
sampled data and not extrapolated data. Thus, the 2000 load was divided by the 1994
concentration to calculate year 2000 flow.

       The Chesapeake Bay Program Office determined in consultation with Pennsylvania
Department of Environmental Protection, that because flow data was never developed by
Pennsylvania for the year 2000 loads, and because the projected increases were based on a
percentage change of loads as presented in the 1994 draft, and not on estimates of concentration
or flow changes considered on an individual facility basis, that the level of accuracy of this
database is not enough to justify additional manipulations to determine loads based on
population flow projections. Rather, the Chesapeake Bay Program Office used 2000 loads based
on direct submissions from Pennsylvania.

       Wherever the data were incomplete, the Chesapeake Bay Program Office made additional
assumptions and additions to the Sampling Report for the following facilities:

1) Northumberland - No flow, concentrations, or load was provided in the Sampling Report for
2000, as this facility was not a part of the sampling study.  However, the 1994 draft Tributary
Strategy has a projected 2000 load, so Chesapeake Bay Program Office assumed it would be
operating. To determine the 2000 load, the previous Tributary Strategy flow, with a sampling
study concentration of 11.7 mg/1 for TN and 1.31 mg/1 for TP were used.

2) Tysons Foods - Only a TP loading was provided in Sampling Study  and no loadings provided
for TN. TN loads were kept to zero because that was also the projection in the 1994 draft
Tributary Strategy.  To determine the flow, a TP default of 1.31 mg/1 was used.

3) Ashland - The Sampling Study provided TP and TN loads, but no concentrations.  This
facility was a part of the sampling study and all other facilities in the sampling study had
concentration data provided with them. In the absence of concentration data for this facility, the
same concentrations as in 1995 for TP and TN was assumed. Default concentrations were not
       uThe Pennsylvania year 2000 projections for the Tributary Strategy were determined by
the Pennsylvania Department of Environmental Protection by increasing the 1994 sampling
study loads to 2000 loads by the same percentage as the increase that occurred from 1985-2000
as provided in the draft 1994 Tributary Strategy. This was done on an individual facility basis.
Thus, no actual flow or concentration values were ever calculated by Pennsylvania for the year
2000 estimates. This is why the Chesapeake Bay Program underwent the procedure to calculate
2000 flow in order to have complete data for Pennsylvania.

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used because it was believed that the trend data is more appropriate for the industrial operations
listed below where default values are not as well known. Actual 1994 data would have been
preferred over 1995 projections (from the slope projection analysis), however the 1995
concentration data from that slope projection was readily available.

4) St. Johns- Same assumptions as the Ashland facility.

5) Heinz Pet Foods - Same assumptions as the Ashland facility.

6) Orsam Sylvania (GTE Products) - Same assumptions as the Ashland facility.

7) Hyndman - Same assumptions as the Ashland facility.

       Pennsylvania Department of Environmental Protection has indicated that biological
nitrogen removal will be implemented in an additional facility in Chambersburg, Pennsylvania.
It is not expected to be fully implemented until after the year 2000, and is not part of their
Tributary Strategy, thus BNR implementation was not assumed for this facility.

F.4.1.3.4     DC - Blue Plains

       The procedure used to determine a "population-based" load for Blue Plains was unique
due to the fact that this facility covers a geographic area that includes multiple watershed model
segments. Because the "population-based" load is based on the population increase per model
segment, it was first necessary to divide the Blue Plains service area into watershed model
segments per jurisdiction, calculate the population increase in each of the segments, increase the
proportionate flow of each segment by the respective population increase, calculate the
respective load increase per segment, and add together to get a total load for the year 2000.

       In order to calculate the accurate flow for each jurisdiction, average population increases
were calculated for a number of model segments in each jurisdiction serviced by Blue Plains.
The 1995 percentage contribution of the three jurisdictions that discharge to Blue Plains was
calculated based on the following percentage contribution for each jurisdiction; Maryland
39.92%; Virginia 9.04%; and District of Columbia 51.03% (bpflowj.wpd) (Attachment 27).

       To determine the population based flow for the Maryland and District of Columbia
portions,, a percentage increase for the Maryland and District of Columbia flow was determined
according to the various watershed model segments in these jurisdictions.  These percentage
increases were based on the same method as previously discussed, for the appropriate watershed
model segment serviced only by Blue Plains (inc95_00.xls) (Attachment 33). The percentage
increase was applied to the corresponding Maryland and District of Columbia segment 1995
flows to determine the 2000 population based flow. The appropriate watershed model segments
for Maryland included 540, 890, 910. The appropriate watershed model segment for the District
of Columbia included segment 910. To determine the loads for the Maryland and District of
Columbia portions of Blue Plains, the calculated 2000 flow was applied to a TP concentration of
0.10 mg/1 and a TN concentration of 7.5 mg/1 (the effluent representing BNR) (Attachment 34).

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       Because "population-based" loads were not calculated for the Virginia Potomac facilities
(See Section F.4.1.3 and F.4.1.3.1), the flow of the Virginia portion of Blue Plains was
determined by Virginia's August 1995 draft of the Potomac Tributary Strategy.  The TP and TN
load of the Virginia portion of Blue Plains was calculated by applying the Virginia portion 2000
flow to a TN concentration of 7.5 mg/1 (Virginia Potomac Tributary Strategy), and a TP
concentration of 0.10 mg/1 (Attachment 35). As discussed earlier, population based flows were
not calculated for Virginia, but rather the loads presented in their strategy were used.

       The final Blue Plains flow and load was calculated by taking the sum of the Maryland's
portion (126.35 MOD), District of Columbia's portion (164.5833 MOD), and Virginia's portion
(41.00 MOD) of Blue Plains for a total of 331.94 MOD.

       The total load data for the District of Columbia is a sum of the load from both the sewage
treatment facility  and the combined sewer overflow. The load for the District of Columbia's
combined sewer overflow for the year 2000 was set equal to the data provided for 1995 because
the load is related to rainfall more than population growth.

F.4.1.3.5      Non-Signatory States

       No flow or TP and TN concentration data is available for non-signatory facilities for the
year 2000. To estimate this, the percent population increase values per  county were used
(estimate procedure as explained previously).  Estimated percent population increases from 1995
through 2000 were directly applied to the 1995 flows for the nonsignatory state facilities to
estimate year 2000 flows. The 1995 facility specific concentrations were then applied to these
flows to estimate 2000 loads.  The tributary strategy scenario assumes no facility upgrades for
non-signatory states.

F.4.2         2000 Projection

       Because not all the treatment upgrades committed to by the signatory jurisdictions in their
Tributary Strategy actions will be implemented by the year 2000, another scenario was
assimilated to represent what is expected to actually occur by the year 2000. It is exactly the
same as the Tributary Strategy scenario but it does not assume biological nitrogen removal
implementation for ten facilities in Virginia and eight facilities in Maryland  (Attachment 36).
Rather, it assumes 1995 concentration and 2000 flow for the calculation of loads for these
facilities.  Thus the loads from the 2000 Projection scenario are somewhat more  than those
representing tributary strategy implementation.
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Facilities planning to implement biological nitrogen removal after the year 2000 include:

       Virginia                               Maryland
       Alexandria                              Patapsco (foil scale)
       Purcellville                             Seneca
       Lower Potomac                         Elkton
       Arlington                               Federalsburg
       Dale City #1                            Brunswick
       Dale City #8                            Fort Richie
       FWSA Opequon                         Aberdeen Proving Ground (MD 21237)
       H.L. Mooney                           Snow Hill
       Harrisonburg-Rockingham
       Leesburg

       The Nicodemus facility may not be implementing BNR by 2000, but it is investigating
other flow reduction and trading options such that it may realize a reduction.  The Edgewood
facility is also planning to trade with the Aberdeen Proving Ground's federal facility. If the
Edgewood facility is not able to trade by the year 2000, the Maryland Department of the
Environment believes it may be able to reduce its concentration to 8 mg/1 in the interim because
of its low TN concentration of approximately 9.0 mg/1. Thus, it was assumed that BNR would
be implemented at these two facilities by 2000.

FAS        Limit of Technology

       Limit of Technology (LOT) is an upper boundary of nutrient removal potential as a result
of implementation of the most advanced technology currently available. The LOT point source
scenario was assimilated assuming the concentrations of all facilities (municipal, federal, and
industrial, signatory, and non-signatory) in the watershed regardless of flow will achieve an
effluent concentration of 3.0 mg/1 for TN and 0.075 mg/1 for TP by the year 2000. Thus, for the
facilities that have a 2000  effluent concentration equal to or greater than the LOT concentrations,
the load was calculated using the 2000 flow and a concentration of 3.0 mg/1 for TN, and 0.075
mg/1 for TP. For the facilities that have a concentration less than the LOT concentrations, the
2000 load was used without applying the LOT.  There were 87 facilities discharging at levels less
then 3.0 mg/1 for TN, and  160 facilities that were discharging at levels less than 0.075 mg/1 for
TP in the year 2000.

       For the District of Columbia CSO load, the 2000 flow of 7.61 MGD was separated into
three parts - 50 percent controlled by a collection facility, 30 percent controlled by a sewage
treatment plant, and 20 percent uncontrolled - as recommended by the District of Columbia's
Department of Consumer  and Regulatory Affairs to the Nutrient Subcommittee's Point Source
Workgroup (Attachment 37). These flow values were applied to  the recommended
concentrations also supplied by the District of Columbia Regulatory Authority as described
below.

50 percent of the total flow controlled by a collection facility (15 percent TN reduction and 30

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percent TP reduction as recommended in the 1995 District of Columbia Tributary Strategy12):
      Flow                3.80 MOD
      TN Concentration    2.89 mg/1
      TP Concentration     0.588 mg/1

30 percent of the total flow controlled by a wastewater treatment facility using BNR under LOT
conditions:
      Flow                2.28 MOD
      TN Concentration    3.00 mg/1
      TP Concentration     0.075 mg/1

20 percent of the total flow uncontrolled as recommended on page 53 of the 1995 District of
Columbia Tributary Strategy:
      Flow                1.52 MOD
      TN Concentration    3.40 mg/1
      TP Concentration     0.840 mg/1

      The final LOT flow and load for the District of Columbia - combined sewer overflow was
calculated using the sum of the three components of the total flow to yield a total flow of 7.61
MOD, a TN load of 70,109.55 pounds per year, and a TP load of 11,229.12 pounds per year.

F.4.4        1985 No Action Scenario

      The purpose of this scenario was to quantify the positive impact Bay Program partners'
nutrient reduction activities have had on reversing the damage to the Bay's water quality and
living resources. Although some states and federal non-point source nutrient reduction programs
existed prior to the initiation of the Chesapeake Bay Program it was assumed for purposes of this
scenario that all state and federal nutrient reduction programs were not in effect for this run.

      The following methodology describes the calculations of the loadings that represent
effluent levels in 2000 if no nutrient reduction action took place since 1985.

1.     Only facilities still actively discharging in 1995 were used.
2.     Year 2000 flows were taken directly from the Tributary Strategy Watershed Model
       scenario.
3.     For facilities still active in 1985,1985 concentrations were used to calculate year 2000
      loads.
4.     For facilities not active in 1985,1995  concentrations were used to calculate year 2000
       loads.
5.     The equation to calculate year 2000 loads is Flow (2000) x Nutrient Concentration x
       8.344.
       12District of Columbia Tributary Nutrient Reduction Strategy for the Restoration of the
Chesapeake Bay. Department of Consumer and Regulatory Affairs. 53. November, 1995.

                                          33

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6.     For those industrial facilities active in 1995, but with projected year 2000 loads equal to
       zero (6 in Virginia), 1985 concentrations and 1995 flow was used to calculate year 2000
       loads; the one Virginia municipal facility with projected year 2000 loads equal to zero
       (Verona) had its flow diverted to Middle River in 1996.

F.4.5         1996 Progress Scenario

       The Chesapeake Bay Program Office assimilated data for the year 1996 which was used
to determine current nutrient reduction progress by the Phase IV Watershed Model.  Data was
submitted by the Virginia Department of Environmental Quality and the District of Columbia for
1996. Estimates were determined for the other jurisdictions as they were unable to submit data
for this year at this time.

       Blue Plains 1996 TN and TP load and flow data were submitted in a September 22,1997
memo from Metropolitan Washington Council of Government (Attachment 27).

       Virginia 1996 point source annual and monthly average TN and TP concentrations and
yearly flow data were submitted on September 19,1997 from the Virginia Department of
Environmental Quality (Attachment 38). On September 19,1997 modified concentrations were
submitted by Virginia Department of Environmental Quality for six Potomac facilities. On
October 10, 1997, Virginia Department of Environmental Quality submitted additional
corrections of the 1996 data (Attachments 39  and 40) but because the 1996 model run had
already been completed, these changes were not incorporated into the 1996 Progress Scenario.

       To calculate 1996 point source loads for Maryland, Pennsylvania and the non-signatory
jurisdictions, the 1995 TP and TN concentrations were applied to a calculated 1996 flow. To
calculate the 1996 flow, the percent population increase from 1995 to 1996 in the same
watershed model segment and county was applied to the 1995 flow. This is similar to the
method described in Section F.4.1.3 (for year 2000 and Tributary Strategy estimates) except that
it was performed on the basis of county, in addition to watershed model segment.

These calculations were applied to all Maryland and non-signatory facilities in the watershed
except:

(1)     where BNR is expected to come on line in 1996 (in which case a concentration of 8 mg/1
       TN was used) at two facilities in Maryland: Thurmont and Joppatowne, and
(2)     for industrial facilities where 1995 concentrations and flow were used as their flow is not
       necessarily tied to population.

       For Pennsylvania facilities, population increases to estimate 1996 loads were not used but
rather 1995 flow and concentration were applied for 1996.

       For the point source facilities that were not previously associated with a county
designation (all have segment designations), a county was assigned as listed below to correspond
with a population increase value.

                                          34

-------
MD0020401
MD0021555
MD0023540
MD0024236
PA0024431
PA0028631
PA0032883
VA0081230
VA0081256
VA0081272
VA0081281
VA0081299
VA0081302
WV1031613
Chesapeake City
Back River
Honeywood
River Bend Park
Dillsburg Borough
Emporium Borough
Duncansville
HRSD-Army Base
HRSD-Boat Harbor
HRSD-James River
HRS-VIP
HRSD-Nansemond
HRSD-Williams
Spring Mills
Somerset County
Baltimore
Berkeley
Berkeley
York
Centre
Blair
Chesapeake City
Hampton City
Hampton City
Chesapeake City
Chesapeake City
Hampton City
Berkeley
       Four West Virginia facilities were not originally assigned to specific watershed model
segment, and thus did not have a 1996 load value assigned. (See Section 3.6.1) This was due to
the fact that the data was received after initial the watershed model scenarios had been
completed.  These facilities included: Berkely County PSSD (WV0082759), Berkeley County
PSSD (WV0020061), Moorefield, and Petersburg.
F.4.6
Additional Analysis
       Two additional analyses were performed on the point source database. One analysis
determined what reductions could be achieved if certain low cost modifications were
implemented at municipal wastewater treatment facilities to remove additional nutrients. The
other analysis estimated reductions if BNR was implemented at all municipal wastewater
treatment facilities to achieve effluent concentrations of 8.0 mg/1 TN.
F.4.6.1
Low Cost Modifications
      Nitrogen removal can be accomplished in wastewater treatment systems employing
secondary suspended growth activated sludge systems by the incorporation of a nitrification
phase and a denitrification phase. Low cost modifications can be incorporated into existing
waste water treatment systems without significant retrofit or disruption of the existing phase
configurations. The nitrification phase requires an extension of the aeration time in a secondary
treatment system with an increase in aeration flow to oxidize the ammonia. This however, may
result in a reduction of capacity, which would thus be considered a temporary modification until
more permanent renovations could be applied.

      Studies conducted by Dr. Cliff Randall, Virginia Polytechnical Institute and State
                                         35

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University 13, and corroborated by additional studies14 have shown that low cost modifications to
accomplish dentrification for facilities already conducting nitrification, can generally be
accomplished via cyclical aeration practices. Cyclical aeration, involving an on and off aeration
blower cycle, will promote anoxic conditions periodically in the activated sludge tanks to
promote dentrification processes. Such "tweaking" of treatment systems can enable the
achievement of approximately 20-25 percent TN removal with minimal cost and retrofit
requirements.  Operation and maintenance savings may often result by the implementation of this
practice because of a reduction in aeration energy requirements, and in chemical costs to control
alkalinity (nitrification processes result in the need to add chemicals to restore the pH, while
dentrification precesses would naturally restore the alkalinity reducing the need for chemical
addition).  Such operation and maintenance cost savings are not limited to low cost modifications
but can also be realized in most BNR operations.

       Tweaking of this kind, however, is applicable primarily to suspended growth processes
including activated sludge systems and oxidation ditches, more so than fixed processes including
trickling filters or Rotating Biological Contractors.  Cyclical aeration would allow the system to
remain in a single sludge mode.  The efficiency of "tweaking" could be enhanced by the creation
of an anoxic zone at the front end of the system and installation of a baffle to keep the anoxic and
aerobic zones separate.  This would require minimal retrofit expenditures which would often be
offset by the operation and management savings that would result.

       Understanding that for the limited number of facilities in the Chesapeake Bay watershed
that are not activated sludge or oxidation ditch systems, tweaking may not apply, thus the
scenario assumes tweaking basin wide as a rough estimate. Because of the benefits of suspended
biological treatment, many facilities currently employing trickling filters or rotating biological
contractors are converting to activated sludge.

       The scenario generated for this analysis used a Chesapeake  Bay Program assumption that
tweaking will result in a 20 percent reduction of TN in the discharged effluent. While 25 percent
may be a more appropriate estimate, a conservative estimate of 20 percent will offset higher
reduction estimates for non-activated sludge facilities.  For facilities with an effluent
concentration less than 8 mg/1, it is expected that "tweaking" would not be effective. Thus the
analysis assumes a 20 percent TN reduction for bay basin industrial, municipal, and federal
facilities equal to or greater than 8 mg/1. For facilities with a 2000  concentration less than 8
mg/1, the 2000 load is used without applying any changes. This  analysis was done for
significant facilities only; Maryland minor facilities were not included in this analysis.
       13Randall, Cliff, et. al., Design and Retrofit of Wastewater Treatment Plants for
Biological Nitrogen Removal.

       14EPA, Manual, Nitrogen Control, September 1993, EPA/625/R-93/010, Lancaster,
Pennsylvania, 1992.

                                           36

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F.4.6.2        BNR at 8 mg/1

       The BNR scenario in the point source database represents loads assuming all significant
facilities implement nitrogen removal measures to an effluent concentration of 8 mg/1.  This
"BNR" scenario was assimilated assuming the concentrations of all municipal, federal, and
industrial, facilities throughout the Chesapeake Bay watershed would achieve an effluent
concentration of 8.0 mg/1 for TN by the year 2000. The TP loads and concentrations were not
affected by this analysis.

      For the facilities that have a 2000 effluent concentration equal to or greater than 8 mg/1,
the loads were calculated using the 2000 flow and concentration of 8.0 mg/1. For facilities that
have a 2000 concentration less than 8.0 mg/1, the 2000 load was used without applying any
changes. This is also the case for the District of Columbia's combined sewer overflow which is
estimated to discharge an average of 7.0 mg/1 in the year 2000 according to the CBPO database
calculation.
              •

F.5           Point Source Data Analysis Results

       This section describes the general characteristics and trends of the point source database.

F.S.I          Point Source General Characteristics

      In 1996, point sources accounted for 24 percent of the total nitrogen load and 26 percent
of the total phosphorous load delivered to the Chesapeake Bay watershed. The entire point
source database includes 550 facilities with 335 of these being significant.  Of the significant
facilities, 277 are municipal, 49 are industrial, and 9 are federally owned (See Table F.32).  The
remaining 215 facilities are minor facilities located in Maryland. The total flow discharged from
all the significant facilities contained in the database in 1996 was approximately 2166 MOD.

      Figure F.I is a watershed map of all of the point source facilities in the database. Figure
F.2 is a map of the Phase IV model segments in the Chesapeake Bay Watershed Model. Figure
F.3 is a map of the major basins in the Chesapeake Bay Watershed.

F.5.2          Point Source General Trends

      Figures F.4, F.5, and F.6 show the point source trends for TN, TP and Flow delivered
from each basin to the Chesapeake Bay from 1985-1996,2000 and Tributary Strategy.
                                           37

-------
                FIGURE F.4: CHESAPEAKE BAY WATERSHED TN
                          DELIVERED LOAD BY BASIN
   35,000,000

   30,000,000
z
                                                                  E3 Susquehanna
                                                                  • Patuxent
                                                                  D Potomac
                                                                  D Eastern Shore, MD
                                                                  • Eastern Shore, VA
                                                                  E] Western Shore, MD
                                                                  • Western Shore, VA
                                                                  D Rappahannock
                                                                  • York
                                                                  • James
              85   86   87   88   89   90   91    92    93

                                            YEAR
                                                      94
95   96   2000   TS
         FIGURE F.5: CHESAPEAKE BAY WATERSHED TP DELIVERED
                                 LOAD BY BASIN
 c.
4,500,000


4,000,000


3,500,000


3,000,000


2,500,000

2,000,000


1,500,000 -


1,000,000


 500,000


      0
              85    86
                                                                D Susquehanna
                                                                • Patuxent
                                                                DPotomac
                                                                D Eastern Shore, MD
                                                                • Western Shore, MD
                                                                0 Eastern Shore, VA
                                                                • Western Shore, VA
                                                                DRappahannock
                                                                • York
                                                                • James
                                                                 95
           96    TS
                                       38

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 FIGURE F.6: CHESAPEAKE BAY WATERSHED FLOW BY BASIN
801
701
60(
50C
D
5to<
30(
20C
IOC
f
nSusquehanna BPatuxent
n Potomac D Eastern Shore, N
• Western Shore, MD Q Eastern Shore, V
• Western Shore, VA QRappahannock
• York H James
) _
) .
) -r
) - .
) - •

•



„'
m* ,


:!,
.,. \
''" ':
•1 J





. 1 ,





• ,


-[


• • ,
D
A







•• ,




.,';*
•• -








• ,






•-,






•
* ,.


1


i'
1 1






.


,-


;H
i
85
     86
          87
                88
                     89
                          90
                               91
                              YEAR
                                    92
                                         93
                                               94
                                                    95    96
                                                              TS
                            39

-------
       Figures F.7, F.8, and F.9 show point source trends for TN, TP and Flow delivered from
each state to the Chesapeake Bay from 1985-1996,2000 and Tributary Strategy.
FIGURE F.7: CHESAPEAKE BAY WATERSHED TN DELIVERED
LOAD BY STATE




z
D
OH






_
:





! : "'-


1 ' '
.'
1 -
I - ~; I1
i

1 - "1-
l
1 ; ""'

H
' A
/.-

.^ •
,V?'r
i ~ .,.
i
'ii
i
j v- • '

j ,
1 •' 'f
^ ,;^ S^J1
:^
\"i

85 86 87 88
i

•
. . , -
* • • •'• . : -. -"
i
I -
\ '•.."-


'• ' '\
\

\'
j-
I
: 1
i '.•"
I
• , . '

i -v" "
s
i n
i „„ n,
1 - ,
1 •*" ;
? "- ; -
a-^ :

i
\ ••' -'
i
; -^
;
89 90 91 92
YEAR
1
'
'
a
. ,,--
; ' .
T
1 :'
; ;i
! '
1 s ,
! '
!•" "
n
1
!;
1
93 94
|



j
! '"""
\ * —
!

i 0

i
v/:

• ^I;>Y
1 ~* ' '"•
I : - 'ii-
1 ~k
!'•
95 96
jl

0DC
• DE
• PA
0VA
• wv



r£~V'"-
"; 43'",
S


2000
?

|
II






-
•5
TS
                                          40

-------
FIGURE F.8: CHESAPEAKE BAY WATERSHED TP
DELIVERED BY STATE

A nnn nnn -

2,000,000 -
i nnn nnn










i EL
85
1



j

I
IJ1
86
1




:
i r
s i n.


• ;
• n
87 88
1

_

r
iJL


• i n.
.


_
• n
•

i_n.
;

dtt
,

I / •

BDC
• DE
QMD
DNY
• PA
EVA
•wv



-

H" "
V . i - - " ,y ' '
. 4 "• •.' v :
;!-;|jii;
, „ rn\r *
' i^ll. ' • '*U 1 1'
89 90 91 92 93 94 95 96 TS
YEAR
  FIGURE F.9: CHESAPEAKE BAY WATERSHED FLOW BY STATE
900

800

700

600

500

400

300

200

100

  0
DDC
• DE
QMD
QNY
• PA
EVA
• WV
     85    86    87    88   89   90    91    92   93    94    95    96    TS

                                 YEAR
                            41

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       Tables F.46 presents a summary for TN discharged and delivered loadings for the years
1985,1995,1996 and estimates for the year 2000 and Tributary Strategy Implementation. Table
F.47 presents a similar summary for TP loadings for the years 1985,1995,1996, and estimates
for Tributary Strategy Implementation.15 (For TP, the Tributary Strategy Implementation and
estimates for the year 2000 are equal.)
       I5The loads from the District of Columbia, Virginia and Maryland portions are always
collectively shown under the District of Columbia heading.

                                          42

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Table 46: Summary of TN (Ibs/yr) by state and basin for 1985,1995,1996, Progress 2000, and
                                 Tributary Strategy
BASIN
DELIVERED BY BASIN
Eastein Shore, MD
Eastern Shore, VA
Patuxunt
Potoirac
Susquehanna
Western Shore, MD
Western Shore, VA
Potomac and Above
Rappahannock
York
James
Below Potomac
Total
DELIVERED BY STATE
DC
MD
PA
VA
Signal ory States
DE
NY
WV
Non-Signatory States
Total
DISCHARGED BY BASIN
Eastern Shore, MD
Eastern Shore, VA
Patuxent
Potomac
Susquehanna
Western Shore, MD
Western Shore, VA
Potomac and Above
Rappahannock
York
James
Below Potomac
Total
DISCHARGED BY STATE
DC
MD
PA
VA
Signatory States
DE
NY
WV
Non-Signatory States
Total
1985

1,030,920
287,080
1,713,729
26,541,111
12,726,689
20,451,213
1,015,711
63,766,453
429,925
1,284,582
22,175,435
23,889,943
87,656,396

14,268,582
26,127,124
10,488,088
34,004,885
84,888,679
86,757
2,498,253
182,707
2,767,717
87,656,396

1,030,934
287,080
1,885,892
28,308,812
17,865,418
20,454,587
1,015,711
70,848,434
486,974
1,337,857
23,531,852
25,356,682
96,205,116

14,268,582
26,888,203
13,783,776
36,508,108
91,448,670
86,757
4,428,056
241,634
4,756,446
96,205,116
1995

1,039,311
337,782
1,101,265
26,006,003
13,828,484
11,410,060
1,397,815
55,120,719
400,725
1,129,088
18,874,439
20,404,252
75,524,971

13,503,455
16,486,149
11,837,936
30,905,877
72,733,417
92,112
2,516,843
182,598
2,791,554
75,524,971

1,039,724
337,782
1,184,554
27,437,823
18,223,031
11,419,755
1,397,815
61,040,484
482,910
1,277,821
20,369,770
22,130,501
83,170,985

13,503,455
17,092,779
14,785,431
33,316,527
78,698,191
92,112
4,134,413
246,268
4,472,794
83,170,985
1996 PROGRESS 2000 TRIBUTARY

1,046,614
406,235
1,116,984
25,144,267
13,801,928
11,394,885
1,539,472
54,450,385
482,930
1,602,685
17,978,404
20,064,020
74,514,404

12,133,457
16,517,975
11,837,936
31,254,598
71,743,966
94,307
2,490,280
185,851
2,770,438
74,514,404

1,047,028
406,235
1,201,616
27,553,918
18,179,462
11,404,815
1,539,472
61,332,546
596,868
1,766,061
19,600,131
21,963,060
83,295,606

12,133,457
17,127,847
14,785,431
34,813,228
78,859,963
94,307
4,090,837
250,499
4,435,643
83,295,606

784,864
306,401
• 957,554
20,262,276
14,690,364
8,716,431
1,507,948
47,225,838
418,198
1,032,709
15,480,140
16,931,047
64,156,885

7,526,387
12,117,210
12,711,076
28,996,179
61,350,853
86,925
2,519,183
199,925
2,806,032
64,156,885

785,431
306,401
1,046,651
21,532,769
19,611,348
8,722,833
1,507,948
53,513,379
509,049
1,182,273
16,832,651
18,523,973
72,037,352

7,526,387
12,463,796
16,133,746
31,364,028
67,487,956
86,925
4,196,547
265,924
4,549,396
72,037,352

727,180
306,401
957,629
16,147,245
14,944,297
7,315,734
1,507,948
41,906,433
418,196
1,032,714
15,480,251
16,931,161
58,837,594

7,526,387
10,589,591
12,915,517
24,955,977
55,987,473
86,925
2,563,753
199,443
2,850,121
58,837,594

727,745
306,401
1,046,651
17,358,917
19,611,348
7,321,245
1,507,948
47,880,254
509,049
1,182,273
16,832,651
18,523,973
66,404,227

7,526,387
10,928,731
16,133,746
27,265,967
61,854,831
86,925
4,196,547
265,924
4,549,396
66,404,227
                                        43

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Table 47: Summary of TP (Ibs/yr) by state and basin for 1985,1995,1996 and Tributary Strategy
BASIN
DELIVERED BY BASIN
Eastern Shore, MD
Eastern Shore, VA
Patuxent
Potomac
Susquehanna
Western Shore, MD
Western Shore, VA
Potomac and Above
Rappahannock
York
James
Below Potomac
Total
DELIVERED BY STATE
DC
MD
PA
VA
DE
NY
WV
Non-Signatory States
Total
DISCHARGED BY BASIN
Eastern Shore, MD
Eastern Shore, VA
Patuxent
Potomac
Susquehanna
Western Shore, MD
Western Shore, VA
Potomac and Above
Rappahannock
York
James
Below Potomac
Total
DISCHARGED BY STATE
DC
MD
PA
VA
Signatory States
DE
NY
WV
Non-Signatory States
Total
19

354,331
6,114
252,282
1,809,342
1,637,956
1,243,792
290,909
5,594,725
168,395
414,456
3,562,840
4,145,691
9,740,417

157,968
2,564,573
1,520,934
5,104,886
36,843
259,238
95,975
392,056
9,740,417

354,336
6,114
339,188
1,837,036
3,608,386
1,245,802
290,909
7,681,771
183,883
431,288
3,595,886
4,211,057
11,892,828

157,968
2,665,957
3,182,110
5,181,039
11,187,075
36,843
571,097
97,813
705,753
11,892,828
                                                     1995
                                                                         1996
150,182
59,553
94,967
1,130,031
908,076
495,497
89,425
2,927,731
60,878
171,413
1,636,728
1,869,019
4,796,750
122,459
1,125,068
840,840
2,375,806
14,593
219,422
98,563
332,578
4,796,750
150,225
59,553
115,879
1,097,816
1,875,529
496,543
89,425
3,884,971
67,240
195,961
1,666,324
1,929,525
5,814,496
122,459
1,134,351
1,569,310
2,425,385
5,251,506
14,593
453,192
95,206
562,990
5,814,496
151,122
55,788
96,092
1,309,759
905,854
492,959
110,931
3,122,504
72,701
179,502
1,525,727
1,777,930
4,900,434
150,034
1,127,470
840,840
2,449,655
14,922
217,200
100,313
332,435
4,900,434
151,166
55,788
117,179
1,274,242
1,870,941
494,030
110,931
4,074,276
81,521
203,856
1,557,168
1,842,545
5,916,821
150,034
1,136,857
1,569,310
2,500,200
5,356,401
14,922
448,603
96,896
560,420
5,916,821
                                                                                        TRIBUTARY STRAT

                                                                                                        135,316
                                                                                                        48,627
                                                                                                        90,066
                                                                                                      1,068,748
                                                                                                        998,554
                                                                                                        440,411
                                                                                                        96,415
                                                                                                      2,878,136
                                                                                                        63,571
                                                                                                        145,566
                                                                                                      1,341,957
                                                                                                      1,551,094
                                                                                                      4,429,231
                                                                                                       144,537
                                                                                                       858,719
                                                                                                       939,739
                                                                                                      2,129,473

                                                                                                        26,842
                                                                                                       224,909
                                                                                                       105,011
                                                                                                       356,762
                                                                                                      4,429,231
                                                                                                       135,316
                                                                                                        48,627
                                                                                                       113,163
                                                                                                      1,030,001
                                                                                                      2,041,849
                                                                                                       440,755
                                                                                                        96,415
                                                                                                      3,906,125
                                                                                                        70,755
                                                                                                       170,199
                                                                                                      1,367,639
                                                                                                      1,608,593
                                                                                                      5,514,718
                                                                                                       144,537
                                                                                                       873,306
                                                                                                      1,740,591
                                                                                                      2,169,268
                                                                                                      4,927,702
                                                                                                        26,842
                                                                                                       459,896
                                                                                                       100,278
                                                                                                       587,016
                                                                                                      5,514,718
                                                     44

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       As shown in Table F.48 and Figure F.10, the delivered point source loadings on a
watershed basis have been reduced for total nitrogen by 14 percent from 1985-1996. A 27
percent decrease is expected basin wide between 1985 and 2000, and a 33 percent reduction is
expected basin wide between 1985 and tributary strategy implementation.  A 14 percent
reduction is expected between 1996 and 2000, in spite of a 4 percent population increase over
that same time period.  These reductions are largely due to BNR implementation planned for
facilities in the James,  and Western Shore Maryland basins and the Blue Plains facility in the
District of Columbia. Additional reductions from industries are also expected.  As described in
Section F.4.2, the estimated loads representing tributary strategy implementation are somewhat
less than the loads expected to be delivered by the year 2000. This is due to the expectation that
BNR will not be fully implemented in all facilities in Maryland and Virginia until approximately
the year 2002.  Thus a 33 percent reduction in TN is expected basin wide between 1985 and the
tributary strategy implementation.

Table F.48: TN Delivered Reductions from 1985 to 1996, Progress 2000, and Tributary Strategy
                                    Implementation
BASIN
Susquehanna
Paruxent
Potomac
Rappahannock
York
James
Eastern Shore, MD
Western Shore, MD
Eastern Shore, VA
Western Shore, VA
Total
1985-1996
8+
35
3
12+
25+
19
1+
44
41+
52+
14
1985-2000
15+
44
24
3
20
30
24
57
7+
48+
27
1985-Tributary
Strategy
17+
44
41
3
20
30
29
64
7+
48+
33
                                          45

-------
       FIGURE F.10: CHESAPEAKE BAY WATERSHED TN DELIVERED
                                     LOAD
100,000,000
 90,000,000
 80,000,000
 70,000,000
 60,000,000
 50,000,000
 40,000,000
 30,000,000
 20,000,000
 10,000,000
       0
           85
86
                     87
2000  TS
                                       46

-------
       Table F.49, and Figure F.I 1, shows that the delivered point source loadings on a
watershed basis have been reduced for total phosphorous by 50 percent between 1985 and 1996.
A 55 percent basin wide reduction in phosphorous between 1985 and 2000 is projected. The 8
percent reduction between 1995 and 2000 is projected primarily due to additional reductions
from industries.  The significant municipal phosphorous reductions trend from 1985 to  1995 is
expected to change course and begin to increase slightly by 2000. This increase is directly
related to relative future population increase predictions.  Thus, while significant TP reductions
were achieved due to the phosphorous ban, and follow-up water quality and effluent discharge
requirements, without additional actions to limit the increase in TP, such increases may negate
past reduction efforts. Because the tributary strategies for phosphorous are expected to be
implemented by the year 2000, the Progress 2000 and Tributary Strategy scenarios are identical
for phosphorous.

Table F.49: TP Delivered Reductions from 1985 to 1996 and Tributary Strategy Implementation
BASIN
Susquehanna
Patuxent
Potomac
Rappahannock
York
James
Eastern Shore, MD
Western Shore, MD
Eastern Shore, VA
Western Shore, VA
Total
1985-1996
45
62
27
57
57
57
57
60
812+
62
50
1985-Tributary Strategy
40
64
41
62
65
62
62
65
695+
67
55
                                           47

-------
       FIGURE F. 11: CHESAPEAKE BAY WATERSHED TP DELIVERED

                                LOAD
 12,000,000
 10,000,000
  8,000,000
00

Q
  6,000,000
o
OH
  2,000,000
                                                           96    TS
                                 48

-------
       As shown in Figure F.I2, a slight increase in flow between 1993 and 1994 is thought to
be the result of high rainfall during these years.  However TN loads do not vary to the extent that
flow does due to BNR implementation during these years. Increases in rainfall will cause
additional flows to municipal treatment plants either through combined sewer systems, or via
groundwater infiltration into infrastructure piping. Additionally, increased flows at municipal
facilities generally result in efficiency reductions (though not necessarily noncompliance events)
such that the overall loads during wet years may tend to be higher. A flow increase in 1996
shows up as well, as 1996 was also a very wet year.  A decrease in loadings, evident from 1994
to 1995, is most likely due to the fact that 1995 was a dryer year. These wet weather responses
show up watershed wide as well as in some individual basins.
                 FIGURE F.12: CHESAPEAKE BAY WATERSHED FLOW
       2,500
       2,000
             85     86    87    88    89    90     91    92    93    94    95    96    TS
                                          49

-------
       In addition to weather, the most dominating factors influencing nutrient reductions in the
point source database are population, BNR upgrades and industrial reductions. Without any
changes in wastewater treatment, it would be reasonable to expect that the nutrient loadings
would increase as population increases.  However, the delivered loads for nitrogen basin wide
(from municipalities and industries) have decreased 14 percent between 1985 and 1996 despite
an 11 percent increase in basin wide population in the same time period.  The delivered
municipal TN loads held fairly steady from 1985 to 1996 going from 66.2 to 65.6 million
pounds. In the face of a population increase, this load held steady due to biological nutrient
removal implementation and general treatment facility efficiency improvements.  Table F.50
lists the status of BNR implementation both currently (1996), by 2000 and beyond the year 2000.
Table F.50: List of Significant Point Source Facilities Implementing
BNR STATUS
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
CURRENT
STATE
DC
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
VA
VA
VA
VA
NPDES
DC0021199
MD0021814
MD0021555
MD0021822
MD0021628
MD0021644
MD0020281
MD0063207
MD0020273
MD0020257
MD0021717
MD0021512
MD0022535
MD0055174
MD0062596
MD0023957
MD0021725
MD0021652
MD0020613
MD0020656
MD0021121
MD0021741
PA0024384
PA0020826
PAD 11 4821
PA0028746
PA0026743
PA0070041
PA0020923
PA0026808
PA0026735
PA0026107
PA0026263
VA0060968
VA0024996
VA0025127
VA0081299
FACILITY
BLUE PLAINS (half flow)
ANNAPOLIS (half flow)
BACK RIVER (half flow)
BALLENGER CREEK
BOWIE
BROADNECK
CHESAPEAKE BEACH
DORSEY RUN
EASTON
EMMITSBURG
FORT MEADE
FREEDOM DISTRICT
JOPPATOWNE
LITTLE PATUXENT
MARYLAND CITY
MARYLAND CORRECTIONAL INSTITUTE
PARKWAY
PATUXENT
PERRYVILLE
PRINCESS ANNE
THURMONT
WESTERN BRANCH
CARLISLE SUBURBAN AUTHORITY
DOVER TOWNSHIP SEWER AUTHORITY
GREGG TOWNSHIP
HAMPDEN TOWNSHIP
LANCASTER CITY
MAHANOY CITY
NEW OXFORD MUNICIPAL FACILITY
SPRINGETTSBURY TOWNSHIP
SWATARA TOWNSHIP
WYOMING VALLEY
YORK CITY
AQUIA
FALLING CREEK
FREDERICKSBURG
HRSD-NANSEMOND
                                                                          BNR
                                                                                        BASIN
                                                                               Potomac
                                                                               Western Shore, MD
                                                                               Western Shore, MD
                                                                               Potomac
                                                                               Patuxent
                                                                               Western Shore, MD
                                                                               Western Shore, MD
                                                                               Patuxent
                                                                               Eastern Shore, MD
                                                                               Potomac
                                                                               Patuxent
                                                                               Western Shore, MD
                                                                               Western Shore, MD
                                                                               Patuxent
                                                                               Patuxent
                                                                               Potomac
                                                                               Patuxent
                                                                               Patuxent
                                                                               Eastern Shore, MD
                                                                               Eastern Shore, MD
                                                                               Potomac
                                                                               Patuxent
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susqu.ehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Susquehanna
                                                                               Potomac
                                                                               James
                                                                               Rappahannock
                                                                               James
                                            50

-------
BNR STATUS
CURRENT
CURRENT
CURRENT
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000
BY 2000 +
BY 2000+
BY 2000+
BY 2000+
BY 2000 +
BY 2000+
BY 2000 +
BY 2000+
BY 2000+
BY 2000+
BY 2000+
BY 2000+
BY 2000+
BY 2000+
BY 2000+
STATE
VA
VA
VA •
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
MD
VA
VA
MD
MD
MD
MD
MD
MD
MD
MD
PA
VA
VA
VA
VA
VA
VA
NPDES
VA0081281
VA0076392
VA0060194
MD0021563
MD0021229
MD0024350
MD0021636
MD0063878
MD0020010
MD0063509
MD0021661
MD0020001
MD0021598
MD0020982
MD0020532
MD0020494
MD0020877
MD0021610
MD0052990
MD0060071
MD0021776
MD0020214
MD0021750
MD0022730
MD0023485
MD0020524
MD0024767
MD0021865
MD0022527
MD0003158
MD0052027
MD0021679
MD0021539
MD0022551
MD0023001
MD0021571
MD0056545
MD0020672
MD0021831
VA0063690
VA0028363
MD0021237
MD0020958
MD0020681
MD0020249
MD0003221
MD0021601
MD0021491
MD0022764
PA0026051
VA0025160
VA0025143
VA0024724
VA0024678
VA0065552
VA0025101
                FACILITY
HRSD-VIP
LITTLE FALLS RUN
PROCTORS CREEK
ABERDEEN
ABERDEEN PROVING GROUNDS-EDGEWOOD
BROADWATER
CAMBRIDGE
CELANESE
CHESTERTOWN
CONOCOCHEAGUE
COX CREEK
CRISFIELD
CUMBERLAND
DAMASCUS
DELMAR
DENTON
FORT DETRICK
FREDERICK
FRU1TLAND
GEORGES CREEK
HAGERSTOWN
HALFWAY
HAVRE DE GRACE
HURLOCK
KENT ISLAND
LA PLATA
LEONARDTOWN
MATTAWOMAN
MOUNT AIRY
NAVAL SURFACE WARFARE CENTER-INDIAN HEAD
NORTHEAST RIVER
PINE HILL RUN
PISCATAWAY
POCOMOKE CITY
POOLESVILLE
SALISBURY
SOD RUN
TANEYTOWN
WESTMINSTER
HENRICO COUNTY
QUANTICO-MAINSIDE
ABERDEEN PROVING GROUNDS-ABERDEEN
BRUNSWICK
ELKTON
FEDERALSBURG
FORT RITCHIE
PATAPSCO
SENECA CREEK
SNOW HILL
CHAMBERSBURG BOROUGH
ALEXANDRIA
ARLINGTON
DALE CITY #1
DALE CITY #8
FWSA OPEQUON
H.L. MOONEY
          BASIN
James
Rappahannock
James
Western Shore, MD
Western Shore, MD
Western Shore, MD
Eastern Shore, MD
Potomac
Eastern Shore, MD
Potomac
Western Shore, MD
Eastern Shore, MD
Potomac
Potomac
Eastern Shore, MD
Eastern Shore, MD
Potomac
Potomac
Eastern Shore, MD
Potomac
Potomac
Potomac
Western Shore, MD
Eeastern Shore, MD
Eastern Shore, MD
Potomac
Potomac
Potomac
Western Shore, MD
Potomac
Eastern Shore, MD
Patuxent
Potomac
Eastern Shore, MD
Potomac
Eastern Shore, MD
Western Shore, MD
Potomac
Potomac
James
Potomac
Western Shore, MD
Potomac
Eastern Shore, MD
Eastern Shore, MD
Potomac
Western Shore, MD
Potomac
Eastern Shore, MD
Potomac
Potomac
Potomac
Potomac
Potomac
Potomac
Potomac
      51

-------
   BNR STATUS       STATE     NPDES
BY 2000+           VA       VA0060640
BY 2000+           VA       MD0066184
BY 2000+           VA   '    VA0025364
BY 2000+           VA       VA0022802
                FACILITY
HARRISONBURG-ROCKINGHAM (NORTH RIVER   Potomac
LEESBURG                               Potomac
LOWER POTOMAC                         Potomac
PURCELLVILLE                            Potomac
BASIN
         As shown by Table F.50, BNR is currently operating in 40 of the 355 significant
  facilities in the watershed.  By 2000, BNR will be operating in 78 of these facilities. From the
  year 2000 to 2003, an additional 19 BNR upgrades planned to go on line totaling 97 facilities
  operating BNR.  There are additional insignificant facilities that are currently or planning to
  implement BNR in the future. These facilities include Beltsville USDA East (current), Naval
  Surface Warfare Center (By 2000), and NESEA (By 2000).

         The TN point source delivered load to the bay decreased from 87.7 million pounds in
  1985 to 75.5 million pounds in 1996. About 95 percent of this 12.2 million pound reduction was
  due to industrial TN reductions achieved through in process manufacturing changes, diversions
  of industrial effluents to wastewater treatment facilities with BNR, end-of-pipe wastewater
  treatment improvements, or going offline. However, these significant reductions realized
  through industrial efforts are expected to level off in the future.

         Table F.49 shows industrial and municipal reductions expected to occur from 1985 to
  2000. While industries achieved 95 percent of the TN reductions from 1985 to 1995, municipal
  wastewater treatment facilities achieved 98 percent of the reductions in TP (due largely to the
  phosphate bans). However municipal wastewater treatment facility reductions are not expected
  to continue to decrease at this rate in the future as population increases.

       Table F.51: Industrial and Municipal Delivered Reductions from 1985,1996 and 2000
PARAMETER
TN
TN
TP
TP
TYPE
Industrial
Municipal
Industrial
Municipal
85
LOAD
(Ibs/yr)
21,409,900
66,247,400
1,125,000
8,615,400
96
LOAD
(Ibs/yr)
9,399,000
65,645,500
962,800
3,956,600
2000
LOAD
(Ibs/yr)
7,392,000
56,764,800
663,600
3,765,700
85-96
%
RED.
56.1
0.9
14.4
54.3
85-
2000
% RED.
65.5
14.3
41.0
56.3
96-
2000
% RED.
21.4
13.5
31.1
4.8
         An analysis of TN reduction trends achieved from all dischargers in basins with
  completed tributary strategies was performed to highlight the effectiveness of these strategies.
  This analysis, which includes facilities in the Potomac basins and all of the basins north, shows
  that a 13 percent decrease in delivered TN was achieved by 1996.  Figures F.I3 , F.14, and F.I5
  provide information on delivered TN and TP load, and Flow trends respectively from the
  Potomac and above basins from 1985 to 1996 and estimate reductions through tributary strategy
  implementation. By the year 2000 and then full Tributary Strategy implementation, a TN
  reduction of 26 percent and a TP reduction of 34 percent is expected.
                                            52

-------
       A TP reduction of 48 percent basin wide between 1985 and tributary strategy
implementation is expected. For these basins with completed tributary strategies, a reduction for
total phosphorous of 44 percent has been achieved between 1985 and 1996. The Phosphate
Detergent Ban, that went into effect between 1985 and 1990 in each of the signatory
jurisdictions, were largely responsible for this decrease.  The stepwise reductions illustrated in
Figures F.I 1 and F.I 4 over the 10 years is generally reflective of the effective dates of these
Bans: 1985  for Maryland, 1986 for the District of Columbia, 1988 for Virginia, and 1990 for
Pennsylvania.  Decreases in TP since 1990 are also a result of full implementation of effluent
standards for phosphorus in each of the jurisdictions.
              FIGURE F.13: POTOMAC AND ABOVE BASINS TN DELIVERED
                                           LOAD
       100,000,000

        90,000,000

        80,000,000 4-4P«

        70,000,000 --

        60,000,000

        50,000,000 4-

        40,000,000 -^

        30,000,000 --

        20,000,000 --itS

        10,000,000 -j-

              0
                  85
                            87
                                 88
                                       89
                                            90    91    92    93

                                                  YEAR
                                                                 94
                                                                      95
                                                                           96   2000   TS
                                            53

-------
12,000,000 -
10,000,000

4,000,000
2,000,000 •
FIGURE F.I 4: POTOMAC AND ABOVE BASINS TP DELIVERED
LOAD
•• " ' " :-;v~'- '•."•- '•





*ss
HiPf^
lit
S?a
IS;
m
1
•'$,»•£
1






i
is
'i%£%
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•IS
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m
.'••'.- • ':.^:




i
1
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Iw



_ _;;
i
' \ "-' ,••;/. ' • • ", ;"



1
1
1


:, „:=='
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•

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fe
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i



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i
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—
85 86 87 88 89 90 91 92 93 94 95 96 TS
YEAR

  2500
g 1500
S
2
        85
               FIGURE F.15: POTOMAC AND ABOVE BASINS FLOW
             86
                  1
                   87
f
                             89
                                        91
                                       YEAR
                                             92
                                                   93
                                                        94
                                                                   96
                                                                        TS
                                    54

-------
F.5.3
Point Source Individual Basin Trends
       There are 157 point sources in the Susquehanna basin: 19 industrial and 138 municipal.
In 1996, point sources accounted for 11 percent of the total nitrogen load delivered to the
Susquehanna Basin. All of the facilities in this Basin are above the fall line. New York's
contribution from their 18 facilities in the database accounts for approximately 14 percent of the
point source delivered load from the Susquehanna.

                                                          The delivered point source TN
                                                    load from the Susquehanna Basin
                                                    increased 8 percent from 1985 to 1996
                                                    (Figure F.I6). This increase is largely
                                                    due to population growth which
                                                    increased by 4 percent over this same
                                                    time frame. The delivered TN load
                                                    from New York's facilities decreased
                                                    by 17 percent from 1985 to 1996,
                                                    while TN loads from the facilities in
                                                    Pennsylvania's portion of the
                                                    Susquehanna increased 44 percent.
                                                    Although all New York facilities did
                                                    not experience a reduction, the most
                                                    significant decreases in TN delivered
load in this state came from their largest municipal wastewater treatment facility, Binghamton-
Johnson City, which decreased by approximately 250,000 thousand pounds/year. This reduction
is in addition to decreases from several  other smaller facilities in New York. The Susquehanna
basin is expected to realize a 15 percent increase in delivered TN loads from 1985 to 2000.  This
is due to population increases and no BNR upgrades planned for the facilities in this basin.

       In 1996, the Susquehanna
basin point sources accounted for 20
percent of the total phosphorous
load delivered to the Susquehanna
Basin. The  delivered TP from the
Susquehanna Basin decreased 45
percent from 1985 to 1996 and is
expected to decrease 39 percent
from 1985 to 2000 (Figure F.I7).
FIGURE F.I 6: 5

12 000,000 -
C/3
£> 8 000,000 •
Q_ 6 000,000 •
2 000,000 -




II
1
—
-
-
ij\

i
%

-



§
i
'&.
i-
I
I
>USQUEHANNA BASIN TN DELIVERED
• BFL
QAFL

-



-
i
1-
'
\-
LOAD






-



^
—
—
-

f
;

-
-
-

$
\

~
-

'.









$

-
-

-
:_
-
i
i
1
-
~
-
_
1
i

i



-

1
11
^
£
|"
85 86 87 88 89 90 91 92 93 94 95 96 2000 IS
YEAR
1


FIGURE F.17: SUSQUEHANNA BASIN TP DELIVERED
LOAD

1,400,000 -
Q
g
0- 600 000
400,000 •
200,000 •












5*'
4-




n
f



,„„.,
1


K
r!
%
si



_
r'



4
•k
1
1
-


n
%
• BFL
QAFL



—
i


—

i



**

—
3


i
i-
85 86 87 88 89 90 91 92 93 94 95 96 TS
YEAR






                                           55

-------
       The Susquehanna basin flow has increased 25 percent from 1985 to 1996 and is expected
to increase 33 percent from 1985 to 2000 (Figure F.I8).
FIGURE F.I 8: SUSQUEHANNA BASIN FLOW

s
s
'~' 300 •
£
U-
100 •



5
u
1
IS
"ir
•%

_
4
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$



k.
$
•P
1
'•?'
1

	

£:
|
:?
-------
         FIGURE F.19: PATUXENT BASIN TN DELIVERED
                         LOAD
       There are 36 point source facilities in the Patuxent basin: one industrial and 35
municipal.  In 1996, point sources accounted for 22 percent of the total nitrogen load delivered to
the Patuxent Basin.  Approximately half, or 47 percent of the point source load comes from
above the fall line, and 53 percent comes from below the fall line in this basin.

                                                            The delivered point source
                                                     TN load from the Patuxent Basin
                                                     decreased 35 percent from 1985 to
                                                     1996 in spite of a 26 percent
                                                     population increase over the same
                                                     time frame (Figure F.I9). The
                                                     Patuxent basin is a point source load
                                                     dominated basin where all eight
                                                     major wastewater treatment facilities
                                                     have had biological nutrient removal
                                                     technology installed between 1988
                                                     and 1996. The significant decrease
   	                          after 1990 is indicative  of BNR
                                                     installation for the largest of these
facilities implementing BNR. However, between 1994 and 1996, the Patuxent realized roughly a
11 percent increase in TN due to increases from the Patuxent and Pine Hill Run municipal
wastewater treatment facilities as well as increases at the Maryland and Virginia Milk Producers
facility. BNR will mitigate these increases, as Pine Hill Run is planning to install BNR by 2000.
BNR, currently operating at the Patuxent facility, has experienced an increase in TN
concentration from approximately 7.4 to 10 mg/1. However, by the year 2000, TN is expected to
be reduced by 44 percent at this facility. The Patuxent basin is expected to realize a 44 percent
reduction in delivered TN loads from 1985 to 2000 do to the implementation of BNR at all 8 of
its significant municipalities.
                                       95  96 2000 TS
       In 1996, the Patuxent basin
point sources accounted for 28
percent of the total phosphorous load
delivered to the Patuxent Basin. The
delivered TP from the Patuxent Basin
decreased 62 percent from 1985 to
1996 and is expected to decrease by
64 percent from 1985 to 2000
(Figure F.20).
                                           FIGURE F.20: PATUXENT BASIN TP DELIVERED
                                                           LOAD
                                              85  86  87  88  89  90  91  92  93  94  95  96  TS
                                          57

-------
       The Patuxent basin flow has increased 34 percent from 1985 to 1996 and is expected to
increase 44 percent from 1985 to 2000 (Figure F.21).
           FIGURE F.21: PATUXENT BASIN FLOW
          5  86   87 88 89 90   91  92 93  94  95  96  TS
                                           58

-------
       There are 188 point sources in the Potomac basin: 12 industrial and 176 municipal. In
1996, point sources accounted for 34 percent of the total nitrogen load delivered to the Potomac
Basin. Seventeen percent of the point source load comes from above the fall line, and 83 percent
comes from below the fall line in this basin. West Virginia's Potomac contribution from their 8
facilities in the database is approximately 1% of the Potomac point source delivered TN load.
         FIGURE F.22: POTOMAC BASIN TN DELIVERED
                        LOAD
                                                           The delivered point source
                                                     TN load from the Potomac Basin
                                                     decreased by 3 percent from 1985 to
                                                     1996 in spite of a 16 percent
                                                     population increase (Figure F.22).
                                                     This reduction has  been achieved
                                                     largely due to biological nutrient
                                                     removal installation at several of
                                                     Maryland's waste water treatment
                                                     facilities as well as in-process
                                                     changes in WD Byron and the
                                                     Department of Defense Naval
                                                     Weapons Industrial facility. The
increase in 1990 was due to a temporary increase of approximately 450,000 pounds of TN from
the Maryland Naval Weapons Facility.  An additional 3 million pound reduction at Blue Plains is
to be expected by 2000, as BNR is implemented full scale. The Potomac basin is expected to
realize a 24 percent reduction in delivered TN loads from 1985 to 2000.  The greatest reductions
will occur through BNR implementation at Blue Plains as well as 20 facilities  planning to
implement BNR by the year 2000. Reductions of up to 41 percent after  the year 2000 will occur
through implementation of BNR at 14 additional point source facilities.
            85 86  87  88  89 90  91  92 93  94  95 96  2000 TS
       In 1996, the Potomac basin
point sources accounted for 25 percent
of the total phosphorous load delivered
to the Potomac Basin.  The delivered
TP from the Potomac Basin decreased
27 percent from 1985 to 1996 and is
expected to decrease by 41 percent
from 1985 to 2000 (Figure F.23).  The
increase from 1995 to 1996 was due to
1996 being a very wet year.
                                          FIGURE F.23: POTOMAC BASIN TP DELIVERED LOAD
                                          59

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The Potomac flow has increased 24 percent from 1985 to 1996 and is expected to
                                           increase 23 percent from 1985 to 2000
                                           (Figure F.24).
     FIGURE F.24: POTOMAC BASIN FLOW
                                   60

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       There are 59 point source facilities in the Western Shore Maryland basin: five
industrial and 54 municipal. In 1996, point sources accounted for 63 percent of the total nitrogen
load delivered to the Western Shore Maryland basin. All or, 100 percent of the point source load
comes from below the fall line in this basin.
        FIGURE F.25: WESTERN SHORE, MD BASIN TN
                  DELIVERED LOAD
                                                           A 44 percent decrease in the
                                                    delivered total nitrogen load from the
                                                    Western Shore, Maryland basin has
                                                    occurred from 1985 to 1996 while the
                                                    population has remained fairly steady
                                                    (Figure F.25). This reduction is
                                                    largely due to significant  reductions at
                                                    Bethlehem Steel's facility
                                                    (approximately 4 million pounds), and
                                                    reductions at two industrial facilities
                                                    Chemetals and WR Grace
                                                    (approximately 3 million pounds).
                                                    Additionally, BNR has been
                                                    implemented at 6 municipal
wastewater treatment facilities (half flow at Back River; Freedom District; Joppatowne;
Broadneck; half flow at Annapolis; and Chesapeake Beach). The Western Shore Maryland
basin is expected to realize a 57 percent decrease from 1985 to 2000 due to implementation of
BNR at 7 additional point source facilities by the year 2000, in particular, BNR will be
implemented full scale at the Back River municipal facility, the second largest in the Bay
Watershed. A further reduction of 64 percent from 1985 to after 2000 is expected due to the
implementation of BNR at 2 additional point source facilities after the year 2000.
           85 86  87  88  89 90  91  92  93 94  95  96 2000 TS
       In 1996, point sources
accounted for 60 percent of the total
phosphorous load delivered to the
Western Shore Maryland basin. The
delivered TP from the Western
Shore Maryland basin decreased 60
percent from 1985 to 1996 and is
expected to decrease 65 percent
from 1985 to 2000 (Figure F.26).
                                           FIGURE F.26: WESTERN SHORE, MD BASIN TP
                                                     DELIVERED LOAD
                                                         89  90  91
                                                             YEAR
                                           61

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       The Western Shore Maryland flow has decreased 8 percent from 1985 to 1996 and is
expected to increase 3 percent from 1985 to 2000 (Figure F.27).
       FIGURE F.27: WESTERN SHORE, MD BASIN FLOW
         85  86  87  88  89  90  91  92  93  94  95  96  TS
                                           62

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      There are 87 point source facilities in the Eastern Shore Maryland basin: one industrial
and 86 municipal. In 1996, point sources accounted for 4 percent of the total nitrogen load
delivered to the Eastern Shore Maryland basin.  All or, 100 percent of the point source load
comes from below the fall line in this basin. Delaware's contribution from their 3 facilities in the
database, is approximately 8 percent of the Eastern Shore Maryland delivered TN load.
         FIGURE F.28: EASTERN SHORE, MD BASIN TN
                  DELIVERED LOAD
     ,000,000


     800,000


     600,000


     400,000


     200,000
                                                       A one percent increase in
                                                 delivered TN load from the Eastern
                                                 Shore Maryland basin has occurred
                                                 from 1985 to 1996 while the
                                                 population in the Eastern Shore
                                                 Maryland basin has increased by 19
                                                 percent (Figure F.28). The TN load
                                                 over the 11 year period has remained
                                                 relatively steady due in part to the
                                                 implementation of BNR at 4 of the
                                                 major municipal wastewater
                                                 treatment facilities: Perryville,
                                                 Easton, Princess Anne and Hurlock.
The Eastern Shore Maryland basin is expected to realize a 24 percent decrease from 1985 to
2000 due to the implementation of BNR at 10 point source facilities by the year 2000. A
reduction of 29 percent is expected from 1985 to the tributary strategy implementation due to 3
additional facilities implementing BNR after the year 2000.
IIBIIISBIIIlin
IIBIIIIIIIIIIII
          85  86 87  88 89  90 91  92 93  94 95  96 2000 TS

                         YEAR
      In 1996, point sources
accounted for 8 percent of the total
phosphorous load delivered to the
Eastern Shore Maryland basin. The
delivered TP from the Eastern Shore
Maryland basin decreased 57 percent
from 1985 to 1996 and is  expected to
decrease 62 percent from  1985 to
2000 (Figure F.29).
                                        FIGURE F.29: EASTERN SHORE, MD BASIN TP
                                                 DELIVERED LOAD
                                   300 OOO
                                 C/2
                                 Q 2 SO, 000

                                 £? 200.000

                                 O 1 30.000
                                                                      • BFL
                                                                      QAFL
                                Illllllll
                                                                    Ml
                                                       YEAR
                                       63

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       The Eastern Shore Maryland flow has increased 19 percent from 1985 to 1996 and is
expected to increase 26 percent from 1985 to 2000 (Figure F.30).
          F.30: EASTERN SHORE, MD BASIN FLOW
                         YEAR
                                          64

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       There are five point source facilities in the Western Shore Virginia basin: all five being
municipal.  In 1996, point sources accounted for 37 percent of the total nitrogen load delivered
to the Western Shore Virginia basin.  All or,  100 percent of the point source load comes from
below the fall line in this basin.
       F.31:
WESTERN SHORE, VA BASIN TN DELIVERED
             LOAD
                                                            A 52 percent increase in total
                                                     nitrogen load from the Western Shore
                                                     Virginia basin has occurred from 1985
                                                     to 1996 in spite of the area's 13 percent
                                                     population increase over the same 11
                                                     year period (Figure F.31).  The
                                                     increase can be attributed in part to the
                                                     Chesapeake/Elizabeth municipal
                                                     wastewater treatment facility which
                                                     dominates loadings for this basin.  A
                                                     48 percent increase in delivered TN is
                                                     expected for the Western Shore
                                                     Virginia basin from 1985 to 2000 due
to a significant TN load increase from the HRSD-Chesapeake Elizabeth facility. This increase
which occurred in year 1996, is expected to decrease slightly from 1996 to 2000.
       In 1996, the Western Shore
Virginia basin point sources accounted
for 45 percent of the total phosphorous
load delivered to the Western Shore
Virginia basin. The delivered TP from
the Virginia Western Shore Basin
decreased 62 percent from 1985 to  1996
and is expected to decrease 67 percent
from 1985 to 2000 (Figure F.32).
                                      FIGURE F.32: WESTERN SHORE, VA BASIN TP
                                                DELIVERED LOAD
                                400,000

                                350.000

                                300.000
                              C/3
                              Q 250.000
                              ZZ 200 000
                              O 150.000
                              c-
                                100 000

                                50.000
                                                                                  •BFL
                                                                                  QAFL
                                                         I
•••••••fi
                                                                 90  91   92

                                                                   YEAR
                                            65

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       The Western Shore Virginia flow has increased 41 percent from 1985 to 1996 and is
expected to increase 35 percent from 1985 to 2000 (Figure F.33).
        FIGURE F.33: WESTERN SHORE, VA BASIN FLOW
    §-o
                                             • BFL

                                             QAFL
™
         85  86  87  88   89  90  91  92  93  94  95  96   TS

                          YEAR
                                            66

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       There are four point source facilities in the Eastern Shore Virginia basin: one industrial
and three municipal,  hi 1996, point sources accounted for 19 percent of the total nitrogen load
delivered to the Virginia Eastern Shore basin.  All or, 100 percent of the point source load comes
from below the fall line in this basin.
         FIGURE F.34: EASTERN SHORE,VA BASIN TN
                  DELIVERED  LOAD
                                                            The Eastern Shore Virginia
                                                     basin experienced an 41 percent
                                                     increase in TN delivered load, while
                                                     the population has remained fairly
                                                     steady (Figure F.34). Out of the 4
                                                     facilities in this basin, the one
                                                     industrial facility, Tysons Foods,
                                                     which dominates the loads for this
                                                     basin, has increased its TN delivered
                                                     load by 36 percent from 1985 to 1996.
                                                     While the Eastern Shore Virginia basin
                                                     realized a 41 percent increase in
                                                     delivered TN loads from 1985 to 1996,
a reduction from 1996 to 2000 will occur such that the overall increase from 1985 to 2000 is only
7 percent. This is again because of expected reductions from the Tyson's Foods facility between
1996 and 2000.
         85  86  87
                    89  90  91  92  93 94 95  96 2000 TS
                          YEAR
                                             FIGURE F.35: EASTERN SHORE, VA BASIN TP
                                                       DELIVERED LOAD
                                      C/3
                                      Q
                                      Z
                                      o
                                      cu
       In 1996, point sources
accounted for 37 percent of the total
phosphorous load delivered to the
Eastern Shore Virginia basin. An
anomaly exists in the Eastern Shore
Virginia basin phosphorous trends.
This basin experienced an TP
increase of 812 percent from 1985-
1996 due to the Tysons Foods
facility which significantly increased
their TP load by almost 95 percent
(from 2,803 pounds in 1985 to
52,000 pounds in 1996). Because the Tysons Foods facility dominates the basin, its actions
significantly affect the basin as a whole.  The other three municipal facilities in the basin actually
decreased their TP loadings.  The delivered TP from the Eastern Shore Virginia basin is expected
to increase 695 percent from 1985 to 2000, but a reduction in TP of 12 percent is expected from
1996 to 2000 (Figure F.35).
                                                              YEAR
                                           67

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       The Eastern Shore Virginia flow has increased 684 percent from 1985 to 1996 and is
expected to increase 515 percent from 1985 to 2000 (Figure F.36).
          FIGURE F.36: EASTERN SHORE, VA BASIN FLOW
                           89  90  91  92  93   94  95   96  TS
            85  86   87
                                           68

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       There are 13 point source facilities in the Rappahannock basin: one industrial and 12
municipal.  In 1996, point sources accounted for 5 percent of the total nitrogen load delivered to
the Rappahannock Basin. Just under half, or 41 percent of the point source load comes from
above the fall line, and 59 percent comes from below the fall line in this basin.
          FIGURE F.37: RAPPAHANNOCK BASIN TN
                  DELIVERED LOAD
        III  IIIB  1IIBIIBI
        IIIIIEE  HIM III
                                                         A 12 percent increase in total
                                                  nitrogen load from the Rappahannock
                                                  basin has occurred from 1985 to 1996
                                                  in spite of the area's 32 percent
                                                  population increase over the same 11
                                                  year period (Figure F.37).  An 81
                                                  percent increase in TN has occurred
                                                  above the fall line due primarily to
                                                  increased flows at the Culpeper
                                                  municipal wastewater treatment
                                                  facility. A 14 percent decrease has
                                                  been achieved below the fall line
                                                  primarily due to an industrial
                                                  discharger, Earnhardt Farms, going off
line tn 1989, and biological nitrogen removal implementation at the Fredericksburg municipal
wastewater treatment facility. Biological nitrogen removal is also operating at the Little Falls
Run municipal wastewater treatment facility but was implemented with facility start up in 1991
and thus does not effect an overall TN decrease for this facility.  The Rappahannock basin is
expected to realize a 3 percent reduction in delivered TN loads from 1985 to 2000 due primarily
to reductions at the Culpeper and Massaponax municipal wastewater treatment facilities.
  ' 00,000

  (.00.000

  -00,000
C/3
Q 400,000

—  00,000

a.
  "00.000

   00,000

      0
         85  86  87 88  89  90 9!  92  93  94 95  96 2000 TS
                         YEAR
       In 1996, point sources
accounted for 10 percent of the total
phosphorous load delivered to the
Rappahannock Basin. The delivered
TP from the Rappahannock Basin
decreased 57 percent from 1985 to
1996 and is expected to decrease 62
percent from 1985 to 2000 (Figure
F.38).
                                            FIGURE F.38: RAPPAHANNOCK BASIN TP
                                                    DELIVERED LOAD
                                            85  86  87  88  89 90  91  92  93  94  95  96  TS
                                         69

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       The Rappahannock flow has increased 105 percent from 1985 to 1996 and is expected to
increase 67 percent from 1985 to 2000 (Figure F.39).
         FIGURE F.39: RAPPAHANNOCK BASIN FLOW
    Q '
    O '
    S '
    O

    tt.
         Si  S6   87   BR  89  90  91  92  93  94  9;  96  TS
                          YEAR
                                           70

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       There are 8 point source facilities are located in the York basin: two industrial and six
municipal.  In 1996, point sources accounted for 22 percent of the total nitrogen load delivered to
the York Basin. 10 percent of the point source load comes from above the fall line, and 90
percent comes from below the fall line in this basin.
      FIGURE F.40: YORK BASIN TN DELIVERED LOAD
   1.8CO.OOO

   1.6CO.OOO

   1.4CO.OOO
         85 86  87  88 89  90  91 92  93  94 95  96 2000 TS
                                                         A 25 percent increase in total
                                                  nitrogen load from the York basin has
                                                  occurred from 1985 to 1996 along with
                                                  a 31 percent increase in population
                                                  (Figure F.40). Above fall line
                                                  delivered TN loads for the York basin
                                                  increased by 444 percent between 1985
                                                  and 1996 primarily due to significant
                                                  flow increase at the wastewater
                                                  treatment facilities. The increase is
                                                  also due to flow increases at the
                                                  Doswell and Ashland municipal
                                                  wastewater treatment facilities. The
                                                  spike in TN load that occured in 1996
and the overall 15 percent increase between 1985 and 1996 in the below fall line load occurred
due to an increase at the industrial facility, Chesapeake Corporation, and in significant flow
increases at the HRSD-York municipal wastewater treatment facility. The York splits into two
river systems: the Pamunkey on the south side and the Mattaponi on the north side. (Only one
facility, the Caroline County municipal wastewater treatment facility, is on the Mattaponi with
all other point sources located on the Pamunkey or on the York.)   In the York basin, the 25
percent increase in delivered TN loads from 1985-1996 is expected to level off with a 20 percent
decrease overall by 2000. This reduction is due to significant loading reductions at the Amoco-
Yorktown facility. This reduction is also due to a change in the sample location at the Amoco-
Yorktown facility; from 1985 to 1996, samples were taken at a point which excluded both the
industrial in-process discharge as well as the cooling water discharge. Cooling water discharges
are typically not considered a net contribution of nutrients as they are taken from the rivers and
are in-contact systems. The Virginia
Department of Environmental Quality
will in the future not be including the
cooling water in their sample reports.
       In 1996, point sources accounted
for 34 percent of the total phosphorous
load delivered to the York Basin. This
basin experienced a decrease of 57
percent in delivered TP from 1985-1996
(Figure F.41). An anomaly in the
phosphorous trend exists in the York
basin.  Although the phosphorous ban in
                                            FIGURE F.41: YORK BASIN TP DELIVERED LOAD
                                       C/3 400.000
                                       a
                                       ? 300 000
                                       O
                                       O- 200,000

                                          100,000

                                             0
Mil  ill  Mill
                                               85  86  87  88  89  90  91  92  93  94  95  96  TS
                                                               YEAR
                                         71

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Virginia went into effect in 1988 (hence the steep decrease from 1987 to 1988), TP decreased
from 1985-1986 and increased from 1986 to 1987.  The decrease from 1985 to 1986 was largely
due to significant decreases from the industrial Chesapeake Corp - West facility.  The significant
increase from 1986 to 1987 was due to the HRSD-York facilities increase of approximately
225,000 pounds of TP which in later years dropped off equally as sharply in response to the ban.
Large increases also occurred from the Amoco Yorktown facility and at municipal wastewater
treatment facilities due to population increases over the 11 year time span. The delivered TP
from the York Basin is expected to decrease 65 percent from 1985 to 2000.

       The York flow has increased 963 percent from 1985 to 1996 and is expected to increase
256 percent from 1985 to 2000 (Figure F.42). Again, the drop in flow from 1996 to 2000 (or
                                                  Tributary Strategy Implementation) is
                                                  due to a change in sampling location for
                                                  the Amoco York facility described
                                                  above. That is also the reason for the
                                                  increase seen from 1993 to 1995: the
                                                  sampling location included the cooling
                                                  water discharge.
          FIGURE F.42: YORK BASIN FLOW
  100
O
O 80

*— 60
                         tft
                                           1
     85  86  87  88  89  90  91  92  93  94  95  96  TS
                      YEAR
                                       72

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       There are 34 point source facilities exist in the James basin: 11 industrial, and 23
municipal.  In 1996, point sources accounted for 49 percent of the total nitrogen load delivered to
the James Basin. Most or, 94 percent of the facilities are below the fall line in this basin.
        FIGURE F.43 JAMES BASIN TN DELIVERED LOAD
                                                            A 19 percent reduction in
                                                     total nitrogen loads has been
                                                     achieved in the James River basin
                                                     from 1985 to 1996 in spite of a 13
                                                     percent population increase in the
                                                     basin in the same time frame (Figure
                                                     F.43).  The reduction is largely due to
                                                     in-process changes implemented by
                                                     Allied-Signal in 1990 which reduced
                                                     their loading by 75 percent (or 3
                                                     million pounds). An additional 2
                                                     million pounds were reduced by the
                                                     Hopewell municipal wastewater
treatment facility at which 75 percent of its wastewater is from industrial sources. BNR is
operating at four facilities below the fall line (Falling Creek, HRSD-Nansemond, HRSD-VIP,
and Proctors Creek) which has served in part to effect reductions also. (There are only two point
source facilities on the Appomattox Branch of this tributary system and they are Farmville
Above Fall Line (AFL) and Petersburg Below Fall Line (BFL)).  The James basin is expected to
realize a 20 percent reduction in delivered TN loads between 1985 and 2000 due to biological
nitrogen removal implementation at the Henrico and Nansemond municipal wastewater treatment
facilities. Additional reductions will also occur in 1997 due to the Smithfield Foods - Gwaltney
plant and the Smithfield municipal wastewater treatment facility hookup to the Nansemond
facility.
               86 87 • 88  89 90  91  92 93  94  95  96  2000 TS

                            YEAR
       In 1996, point sources
accounted for 38 percent of the total
phosphorous load delivered to the
James Basin. The delivered TP from
the James Basin decreased 57
percent from 1985 to 1996 and is
expected to decrease 62 percent from
1985 to 2000 (Figure F.44).
                                          FIGURE F.44: JAMES BASIN TP DELIVERED LOAD
                                           73

-------
       The James basin flow has increased 108 percent from 1985 to 1996 and is expected to
increase 92 percent from 1985 to 2000 (Figure F.45).
              FIGURE F.45: JAMES BASIN FLOW
      600
   ^ 500
   Q
   O 400

   S
   ^ 300


   O 200

   [T
          85  86 87  88  89  90 91  92  93  94  95  96  TS
                                           74

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F.6          References

1.     1985 Baseline Point Source Load Inventory: 1991 Reevaluation Report No. 2.
       Chesapeake Bay Program. February 4,1993

2.     Pennsylvania's Draft Nutrient Reduction Strategy for the Susquehanna and Potomac
       River Basins.  Pennsylvania Department of Environmental Resources. March 1994

3.     Maryland's Tributary Strategy for Point Source Nutrient Reduction.  Maryland
       Department of the Environment. February 1,1995.

4.     Virginia Tributary Strategy [to be completed]

5.     The District of Columbia Tributary Nutrient Reduction Strategy for the Restoration of the
       Chesapeake Bay. Department of Consumer and Regulatory Affairs.  November 1995.

6.     Randall, Cliff, et. al., Design and Retrofit of Wastewater Treatment Plants For Biological
       Nutrient Removal.

7.     EPA, Manual, Nitrogen Control, September  1993, EPA/625/R-93/010, Lancaster,
       Pennsylvania, 1992.
                                         75

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F.7          Attachments                                                               j|

Attachments are available at the CBPO upon request by calling Allison Wiedeman at
(410)-267-5733.

1.     Wiedeman, Allison. CBPO. Memo to File. 2/98. Re: Additional Comments and
      Recommendations on the Point Source Database.

2.     Chesapeake Bay Program Phase III Watershed Model Application To Calculate Bay
      Nutrient Loadings, Appendix F: Diversions, Point Sources, and Atmospheric Deposition.
      October 1995.

3.     Legg, Peter. RJO. E-mail message. Phase IV Point Source Input File Documentation.
      1/23/97

4.     Kennedy, John. VADEQ. Fax to Allison Wiedeman, CBPO. Re: 2000 flow projections
      for the James, Rappahannock, York, and Small Coastal Basins.

5.     Kennedy, John. VADEQ. E-mail to Allison Wiedeman, CBPO. 12/17/96. Re:
      Correction of 1985 loads and flow for Remington STP

6.     Butt, Arthur. VADEQ.  E-mail to Allison Wiedeman, CBPO. 4/2/97. Re: Corrections to
      point source data.                                               .                   ^

7.     Butt, Arthur. VADEQ. E-mail to Allison Wiedeman, CBPO. 5/28/97. Re: VA point
      source data confirmed as accurate.

8.     Pollock, VADEQ. E-mail to Allison Wiedeman, CBPO. 6/19/97. Re: Additional VA
      point source changes.

9.     Butt, Arthur. VADEQ. E-mail to John Kennedy, CBPO. 7/25/97. Re: Additional VA
      point source changes.

10.   Rowan, Eileen. VADEQ. Letter to Joe Macknis. 9/22/94.  Re: 1993 Point Source data.

11.   Butt, Arthur. VADEQ.  Memo to Allison Wiedeman. 4/23/96. Re: 1994 Point Source
      data.

12.   Kennedy, John. VADEQ. Email to Peter Legg, RJO. 12/3/96. Re: 1995 Point Source
      Data.

13.   VADEQ. Point Source  1995 data submission for lower tributaries. 1/28/97, 1/31/97.

14.   Wong,  Kum Sung. MDE. Letter to Allison Wiedeman.  1/4/96.  Re: MD point source
      loads for 1992-1994.                                                                _

                                        76

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15.   Chang, Chao-Hsi.  MTI. Email to Allison Wiedeman. 5/23/96. Re: MD 1992-1994
      point source data resubmission.

16.   Alegre, Diana. MDE. Letter to Allison Wiedeman. 9/4/96. Re: MD Point Source 1994
      data.

17.   MD 1995 Point Source Data

18.   Alegre. Diana. MDE. E-mail to Peter Legg, RJO. 11/13/96. Re: Submission of 1995
      data.

19.   Alegre, Diane. MDE. Email to Allison Wiedeman. 6/25/97. Re: 1995 MD Point Source
      Data Resubmission.

20.   Alegre. Diana. MDE.  Letter to Allison Wiedeman, CBPO. 2/20/97. Re: Agreement
      with MD Phase IV data, and additional minor changes.

21.   Wiedeman, Allison. CBPO. Memorandum to file. 3/17/97. Re: Documentation of
      Conference Call with PADEP on the PA Point Source Database.

22.   PADEP. Report on the Comprehensive Study to Determine Nutrient Loadings to the
      Chesapeake Bay From Pennsylvania Point Sources. 9/27/95.

23.   MWCOG.  Re: DC-CSO flow estimates

24.   Parikh, Hiteshri. COG. Letter to Allison Wiedeman. 10/17/96. Re: 1995 Blue Plains
      Point Source data

25.   Sadducee, Mohsin. DC. Letter to Allison Wiedeman. 6/32/96. Re: DC CSO Loads.

26.   DC Department of Public Works.  Percent Contribution from each jurisdiction to Blue
      Plains. 7/96

27.   Spano, Tanya.  WCOG. Fax to Allison Wiedeman, CBPO. 9/22/97. Re: Blue Plains
      WWTP Data and Jurisdictional Allocations - Verification of 1985  to 1996 Data and Year
      2000 Flow Projections.

28.   Sadducee, Mohsin. District of Columbia.  Memorandum to CBPO. Re: Approval of
      Nutrient Point Source Database. 2/19/97

29.   Carlton Haywood. ICPRB.  12/10/96.  E-mail to Allison Wiedeman, CBPO. Re: West
      Virginia point source data.

30.   Kennedy, John. VADEQ. 1/21/97.  Fax to Allison Wiedeman, CBPO. Re: Potomac
      Point Source Data - Year 2000 flows and concentrations.

                                        77

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31.   Schwendt, Axel. WR Grace. 5/23/97 Fax to Allison Wiedeman, CBPO. Re: WR Grace
      Tributary Strategy revisions. (With calculations by Allison Wiedeman.)

32.   Rudisill, Stan. PADEP. Fax to Amy Cosgrove, CBPO.  12/12/96. Re: PA Delivery
      Ratios.

33.   Spreadsheet: Inc 95_00.xls

34.   Spano, Tanya.  WCOG. Fax to Allison Wiedeman, CBPO.  12/18/96.  Re: Blue Plains
      WWTP Flow and Nutrient Assumptions for the Year 2000.

38.   Kennedy, John. VADEQ.  Memo to Amy Cosgrove.  1/28/98. Re: Virginia Blue Plains
      concentrations

39.   Levelev, Marya. MDE. Memorandum to Allison Wiedeman, CBPO. 5/30/97. Re:
      Projected year 2000 BNR upgrades status in MD.

37.   Cosgrove, Amy CBPO. Fax to Point Source Workgroup 4/3/97. Re: DC-CSO
      allocations.

38.   Richards, Mark.  VADEQ. E-mail to Amy Cosgrove, CBPO. 9/19/97. Re: 1996 VA
      Point Source Concentrations.

39.   Richards, Mark.  VADEQ. E-mail to Amy Cosgrove, CBPO. 10/10/97. Re: Changes to
      VA Point Source 1996 data.

40.   Richards, Mark.  VADEQ. E-mail to Amy Cosgrove, CBPO. 10/10/97. Re: NPDES
      Correction to previous E-mail message.
                                        78

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•
    FIGURE F.I: POINT SOURCE
    FACILITIES LOCATED IN THE
    CHESAPEAKE BAY WATERSHED
    Location map of the Chesapeake
       Bay Watershe^
                      79

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  FIGURE F.2: PHASE IV MODEL
SEGMENTS IN THE CHESAPEAKE
   BAY WATERSHED MODEL
 Location Map
 of the Chesapeake
 Bay Watershed
10
                    60
                           70
                               40
               50
                           80
                         \10
        '170 / 200,
           190
     270   (  280
                 230

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                                                      Figure F.3
    Major Basins of the Chesapeake Bay Watershed
              LOCATION MAP
                  OF THE
           Chesapeake Bay Watershed
           IVY,PA,MD,D.C,DE,
              WVANDVA
•
Susquehanna River Basin
Potomac River Basin
Western Shore Maryland
Patuxent River Basin
Western Shore Virginia
Rappahannock River Basin
York River Basin
Eastern Shore Maryland
Eastern Shore Virginia
James River Basin
  Buy Program
  KJH Map Dale lanujiy 1998
                                                       Source: U.S. E.P. A. Chesapeake Bay Program
                                          81

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