ML051920150: Difference between revisions

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* 230 kV Double Circuit Transmission Line Suspension Tower Type KR, Drawing T-1 1070 In general, the plan and profile drawings for each line were used to identify two types of locations: (1) at all paved roads (2) any location with clearance lower than the least road clearance, regardless of terrain or structures beneath. The candidate locations are cataloged in Table I along with the data used for selecting locations to analyze.
* 230 kV Double Circuit Transmission Line Suspension Tower Type KR, Drawing T-1 1070 In general, the plan and profile drawings for each line were used to identify two types of locations: (1) at all paved roads (2) any location with clearance lower than the least road clearance, regardless of terrain or structures beneath. The candidate locations are cataloged in Table I along with the data used for selecting locations to analyze.


  -
Table 1. Candidate analysis locations Location        Description                                            Clearance (ft) 27+68          Proposed 3r Avenue                                            48 30+07          Proposed 2nd Avenue                                          48 32+48          Proposed 15t Avenue                                          60 51+05          Intersection of Hill Street and proposed 5 th Avenue          35 54+33          Proposed Mill Street                                          52 57+26          Proposed Shepherd Street                                      73 61+10          Intersection of Proposed 6 'hAvenue and Emanuel              39 64+55          Proposed Johnson Street                                      52 68+00          Proposed Ingard Street                                        72 71+40          Proposed Factory Street                                      49 74+78          Dover Road                                                    51 122+69          Proposed Milton Avenue                                        47 193+63          Pinewald-Keswick Road                                        51 350+14          Proposed Alpine Street                                        54.
Table 1. Candidate analysis locations
-
Location        Description                                            Clearance (ft) 27+68          Proposed 3r Avenue                                            48 30+07          Proposed 2nd Avenue                                          48 32+48          Proposed 15t Avenue                                          60 51+05          Intersection of Hill Street and proposed 5 th Avenue          35 54+33          Proposed Mill Street                                          52 57+26          Proposed Shepherd Street                                      73 61+10          Intersection of Proposed 6 'hAvenue and Emanuel              39 64+55          Proposed Johnson Street                                      52 68+00          Proposed Ingard Street                                        72 71+40          Proposed Factory Street                                      49 74+78          Dover Road                                                    51 122+69          Proposed Milton Avenue                                        47 193+63          Pinewald-Keswick Road                                        51 350+14          Proposed Alpine Street                                        54.
352+63          Proposed Chesler Street                                      58 355+13          Proposed Clifton Street                                      54 357+63          Proposed Elwood Street                                        54 360+13          Proposed Center Street                                        59 362+63          Proposed Hoyt Street                                          52 365+13          Proposed Devon Street                                        40 367+86          Proposed River Street                                        49 431+17          Proposed Clearview Street                                    61 433+91          Proposed Fairview Street                                      39 436+63          Proposed Ocean Street                                        40 439+34          Proposed State Street                                        64 442+50          Proposed Cedar Avenue                                        46 444+77          Proposed Grove Street                                        37 Estimated parking position on Garden State 518+38          Parkway- southbound 42 Estimated parking position on Garden State 523+67          Parkway - northbound 50 102+00          Edge of swamp land - no road                                  32 177+00          Medium woods - no road                                      29 187+00          Medium woods - no road                                      29 Examination of the data in Table 1 resulted in selection of the locations identified in Table 2 for analysis.
352+63          Proposed Chesler Street                                      58 355+13          Proposed Clifton Street                                      54 357+63          Proposed Elwood Street                                        54 360+13          Proposed Center Street                                        59 362+63          Proposed Hoyt Street                                          52 365+13          Proposed Devon Street                                        40 367+86          Proposed River Street                                        49 431+17          Proposed Clearview Street                                    61 433+91          Proposed Fairview Street                                      39 436+63          Proposed Ocean Street                                        40 439+34          Proposed State Street                                        64 442+50          Proposed Cedar Avenue                                        46 444+77          Proposed Grove Street                                        37 Estimated parking position on Garden State 518+38          Parkway- southbound 42 Estimated parking position on Garden State 523+67          Parkway - northbound 50 102+00          Edge of swamp land - no road                                  32 177+00          Medium woods - no road                                      29 187+00          Medium woods - no road                                      29 Examination of the data in Table 1 resulted in selection of the locations identified in Table 2 for analysis.
These locations should yield the bounding case among those identified in Table 1. Additional location-specific data needed for analysis are also provided.
These locations should yield the bounding case among those identified in Table 1. Additional location-specific data needed for analysis are also provided.
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Results of AC/DCLINE program EFION (EPRI/HVTRC                                                                7-93)        for:
Results of AC/DCLINE program EFION (EPRI/HVTRC                                                                7-93)        for:
____________________________________________________________
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT93 Date:            7/ 8/2004                  Time: 15:33 T93 Intersection of Hill Street and 5th Avenue at 51+05
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT93 Date:            7/ 8/2004                  Time: 15:33 T93 Intersection of Hill Street and 5th Avenue at 51+05
****      ******        ********          ****    ******************************************                                                      *******        ***
* BUNDLE            INFORMATION
* BUNDLE            INFORMATION                                                                           *
* I          I          l      VOLTAGE                l      CURRENT                  l #        l BUNDLE COORDINATES                                  I IBNDLICIRCIVOLTAGEIANGLEI                                    LOAD lANGLEl OF I                              X        I        Y        I      SAG I PH              I I # I # I (kV)                            l(DEG)l              (A)        l(DEG)ICONDI (feet) I (feet)l(feet)l                                                          I I      1    l    1    l    230.01              0.1          500.1            0.1          1 l        -18.01            121.01            41.01          A    I l      2    l    1    l    230.01          240.1              500.1        240.1            1 l        -20.51            100.01            41.01          B      I 1      3    1    1    1    230.01          120.1              500.1        120.1            1 1        -18.01                79.01          41.01          C l      6    l    2    l    230.01              0.1          500.1            0.1          1            18.01            121.01            41.01          A      I l      7    l    3    I    230.01          240.1              500.1            0.1          1            20.51            100.01            41.01          B      I I      8    1    4    1    230.01          120.1          1000.1          120.1            1 I1          18.01              79.01          41.01          C      I l    4    l    1    l            .01          0.1                0.1          0.!          1          -10.51            142.01            35.01 GND I l      5    l    2    l            .01          0.1                0.1          0.1          1 l          10.51            142.01            35.0! GND I
********          **  **************************************                                                ***********              ***************
I          I          l      VOLTAGE                l      CURRENT                  l #        l BUNDLE COORDINATES                                  I IBNDLICIRCIVOLTAGEIANGLEI                                    LOAD lANGLEl OF I                              X        I        Y        I      SAG I PH              I I # I # I (kV)                            l(DEG)l              (A)        l(DEG)ICONDI (feet) I (feet)l(feet)l                                                          I I      1    l    1    l    230.01              0.1          500.1            0.1          1 l        -18.01            121.01            41.01          A    I l      2    l    1    l    230.01          240.1              500.1        240.1            1 l        -20.51            100.01            41.01          B      I 1      3    1    1    1    230.01          120.1              500.1        120.1            1 1        -18.01                79.01          41.01          C l      6    l    2    l    230.01              0.1          500.1            0.1          1            18.01            121.01            41.01          A      I l      7    l    3    I    230.01          240.1              500.1            0.1          1            20.51            100.01            41.01          B      I I      8    1    4    1    230.01          120.1          1000.1          120.1            1 I1          18.01              79.01          41.01          C      I l    4    l    1    l            .01          0.1                0.1          0.!          1          -10.51            142.01            35.01 GND I l      5    l    2    l            .01          0.1                0.1          0.1          1 l          10.51            142.01            35.0! GND I
*******************************                                        *******************************************
* MINIMUM GROUND CLEARANCE =                                          38.00          feet                                        *
* MINIMUM GROUND CLEARANCE =                                          38.00          feet                                        *
* POWER SYSTEM FREQUENCY                                    =        60.            Hz                                          *
* POWER SYSTEM FREQUENCY                                    =        60.            Hz                                          *
* SOIL RESISTIVITY                                          =      100.              ohm meter                                    *
* SOIL RESISTIVITY                                          =      100.              ohm meter                                    *
*******          *****************                      ***************                    ************              **  *******        *******        **  *****
* SUBCONDUCTOR INFORMATION - REGULAR BUNDLES
**************                  ***************************************************************
* IBNDL I              CONDUCTOR              I DIAMETER I SPACING                            I  DC RESIST I AC RESIST I                                AC REACT I I # l                    NAME              l (inch)                I (inch)                I  (ohm/mile)l (ohm/mile)l                                (ohm/mile)l 1      ILAPWING                      l          1.500          l    18.000            I          .0580 l                    .0620        l            .3640  l l2            ILAPWING                      l          1.500 l              18.000 l                      .0580        l            .0620        l            .3640  l l 3          ILAPWING                      I          1.500 I              18.000 l                      .0580        l            .0620        l            .3640  l l6            ILAPWING                      l          1.500 l              18.000 I                      .0580        l            .0620        l            .3640  l l 7            ILAPWING                      I          1.500 I              18.000 I                      .0580        l            .0620        l            .3640  l 8      lLAPWING                      l          1.500 1              18.000 l                      .0580        l            .0620        l            .3640  1 I 4            l7#6AW                        1            .490 1            18.000 l                    1.5070          l          1.5360          l            .7210  l l      5      l7#t6AW                                    .490 l18.000 l                                1.5070 l                  1.5360 l                      .7210l
* SUBCONDUCTOR INFORMATION - REGULAR BUNDLES                                                                                         *
* ****      ****      *****      *******        ********          **  ****    **  ***    *****************                      ***********              *********
IBNDL I              CONDUCTOR              I DIAMETER I SPACING                            I  DC RESIST I AC RESIST I                                AC REACT I I # l                    NAME              l (inch)                I (inch)                I  (ohm/mile)l (ohm/mile)l                                (ohm/mile)l
**  *****      *******        **************************************************************
1      ILAPWING                      l          1.500          l    18.000            I          .0580 l                    .0620        l            .3640  l l2            ILAPWING                      l          1.500 l              18.000 l                      .0580        l            .0620        l            .3640  l l 3          ILAPWING                      I          1.500 I              18.000 l                      .0580        l            .0620        l            .3640  l l6            ILAPWING                      l          1.500 l              18.000 I                      .0580        l            .0620        l            .3640  l l 7            ILAPWING                      I          1.500 I              18.000 I                      .0580        l            .0620        l            .3640  l 8      lLAPWING                      l          1.500 1              18.000 l                      .0580        l            .0620        l            .3640  1 I 4            l7#6AW                        1            .490 1            18.000 l                    1.5070          l          1.5360          l            .7210  l l      5      l7#t6AW                                    .490 l18.000 l                                1.5070 l                  1.5360 l                      .7210l
 
          ****    ***********************************
          *                                                                *
* AC      ELECTRIC FIELD PROFILE                    *
* AC      ELECTRIC FIELD PROFILE                    *
* at        3.28 feet above ground                    *
* at        3.28 feet above ground                    *
          *                                                                *
* longitudinal                  distance:        545.00 feet *
* longitudinal                  distance:        545.00 feet *
          *                                                                *
           ******      ***t******************************
           ******      ***t******************************
LATERAL            MAXIMUM            MINOR/MAJOR                                SPACE DISTANCE                FIELD            ELLiIPSE AXES VERTICAL        HORIZONTAL POTENTIAL (feet) (meters)              (kV/m)                  (ratio)      (kV/m)      (kV/m)    (kV)
LATERAL            MAXIMUM            MINOR/MAJOR                                SPACE DISTANCE                FIELD            ELLiIPSE AXES VERTICAL        HORIZONTAL POTENTIAL (feet) (meters)              (kV/m)                  (ratio)      (kV/m)      (kV/m)    (kV)
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DATE:      7/ 8/2004 TIME:          15:33
DATE:      7/ 8/2004 TIME:          15:33
            *                                                                          *
* ELECTRICAL COUPLING TO OBJECTS                            *
* ELECTRICAL COUPLING TO OBJECTS                            *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                        *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                        *
            *                                                                          *
* OBJECT TYPE =              2                  *
* OBJECT TYPE =              2                  *
* LONG BOX (LONG VEHICLE)                           *
* LONG BOX (LONG VEHICLE)
            *                                                                          *
* EQUIVALENT COUPLED OBJECT AREA                      3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND =                      2500. pF CALCULATED RESISTANCE TO GROUND =                          .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
            ********    **** *******    ***********      ************************
EQUIVALENT COUPLED OBJECT AREA                      3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND =                      2500. pF CALCULATED RESISTANCE TO GROUND =                          .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                              .00 545.00 feet AC SHORT CIRCUIT CURRENT =                  2.76 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                            2925. V 1% AC VOLTAGE TO GROUND =                          1644. V 50t AC VOLTAGE TO GROUND =                          243. V
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                              .00 545.00 feet AC SHORT CIRCUIT CURRENT =                  2.76 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                            2925. V 1% AC VOLTAGE TO GROUND =                          1644. V 50t AC VOLTAGE TO GROUND =                          243. V


Results of AC/DCLINE program EFION (EPRI/HVTRC                                                              7-93)    for:
Results of AC/DCLINE program EFION (EPRI/HVTRC                                                              7-93)    for:
____________________________________________________________
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT134 Date:            7/ 8/2004                  Time: 15:37 T134 Grove Street at 444+77
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT134 Date:            7/ 8/2004                  Time: 15:37 T134 Grove Street at 444+77
***************************************                                                  ***********************************
* BUNDLE            INFORMATION                                                        t I          I          l      VOLTAGE                l      CURRENT                    #            BUNDLE COORDINATES                  I      I lBNDLICIRClVOLTAGEIANGLEl                                    LOAD lANGLEl OF I                              X        I      Y    I  SAG I PH    I I          l # l      I (kV)            l(DEG)j            (A)        j(DEG)ICONDI                  (feet) I (feet)l(feet)l                      I I1          l    1    l    230.01              0.1          500.1              0.!        1            -18.01          120.01    38.0!  A  I l    2    l    1    l    230.01          240.1            500.1 240.l                  1    l        -20.51            99.01    38.01    B  I 3    1    1    I    230.01          120.1            500.! 120.1                  1    1      -18.01            78.01    38.01    C l    6    l    2    l    230.0!              0.1          500.!              °.l        1    l          18.01          120.01    38.0!  A    I l    7    l    3    l    230.01          240.!            500.!              0.l        1    l          20.51          99.0!    38.0!    B  I I      8    1    4    1    230.01          120.1          1000.! 120.1                    1    1          18.01          78.01    38.01    C  I l    4    l    1    l            .0!          0.!              0.l          °.l        1    l      -10.5!            141.01    32.0!  GND I I    5    l    2    l            .0!          0.!              0.!          0.!        1    l          10.5!          141.0!    32.0!  GND I
* BUNDLE            INFORMATION                                                        t I          I          l      VOLTAGE                l      CURRENT                    #            BUNDLE COORDINATES                  I      I lBNDLICIRClVOLTAGEIANGLEl                                    LOAD lANGLEl OF I                              X        I      Y    I  SAG I PH    I I          l # l      I (kV)            l(DEG)j            (A)        j(DEG)ICONDI                  (feet) I (feet)l(feet)l                      I I1          l    1    l    230.01              0.1          500.1              0.!        1            -18.01          120.01    38.0!  A  I l    2    l    1    l    230.01          240.1            500.1 240.l                  1    l        -20.51            99.01    38.01    B  I 3    1    1    I    230.01          120.1            500.! 120.1                  1    1      -18.01            78.01    38.01    C l    6    l    2    l    230.0!              0.1          500.!              °.l        1    l          18.01          120.01    38.0!  A    I l    7    l    3    l    230.01          240.!            500.!              0.l        1    l          20.51          99.0!    38.0!    B  I I      8    1    4    1    230.01          120.1          1000.! 120.1                    1    1          18.01          78.01    38.01    C  I l    4    l    1    l            .0!          0.!              0.l          °.l        1    l      -10.5!            141.01    32.0!  GND I I    5    l    2    l            .0!          0.!              0.!          0.!        1    l          10.5!          141.0!    32.0!  GND I
* MINIMUM GROUND CLEARANCE                                            40.00          feet                      *
* MINIMUM GROUND CLEARANCE                                            40.00          feet                      *
Line 359: Line 336:
* 1                                                1.500 *LAPWING      18.000
* 1                                                1.500 *LAPWING      18.000
                                                                                 *          *I            .0580                * .0620  I    *.3640 l      2        lLAPWING                      l          1.500 l 18.000 l                                  .0580        l          .0620  l      .3640    l I    3        ILAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      6        lLAPWING                    l          1.500 1 18.000 I                                  .0580        l          .0620  l      .3640    l l      7        lLAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      8        lLAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      4        l7#6AW                      l            .490 l 18.000 l                              1.5070          l        1.5360  l      .7210    l 1      5        l7#6AW                      l            .490 l 18.000 l                            1.5070          l        1.5360  l      .7210    l
                                                                                 *          *I            .0580                * .0620  I    *.3640 l      2        lLAPWING                      l          1.500 l 18.000 l                                  .0580        l          .0620  l      .3640    l I    3        ILAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      6        lLAPWING                    l          1.500 1 18.000 I                                  .0580        l          .0620  l      .3640    l l      7        lLAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      8        lLAPWING                    I          1.500 I            18.000 l                      .0580        l          .0620  l      .3640    l l      4        l7#6AW                      l            .490 l 18.000 l                              1.5070          l        1.5360  l      .7210    l 1      5        l7#6AW                      l            .490 l 18.000 l                            1.5070          l        1.5360  l      .7210    l
**  **********            ******        **************                  *****      *************************************                            ***


                          **          * *********          **  * * ** ** ****
AC      ELECTRIC FIELD PROFILE
                  *
* AC      ELECTRIC FIELD PROFILE
* at      3.28 feet above ground                                  *
* at      3.28 feet above ground                                  *
* longitudinal                  distance: 477.00 feet *
* longitudinal                  distance: 477.00 feet
                  *                                                                          *
                        ************              ***************              *****    **
* LATERAL              MAXIMUM          MINOR/MAJOR                                              SPACE DISTANCE                    FIELD          EL,LIPSE AXES VERTICAL                        HORIZONTAL POTENTIAL (feet)      (meters)            (kV/m)                (ratio)              (kV/m)            (kV/m)      kV)
* LATERAL              MAXIMUM          MINOR/MAJOR                                              SPACE DISTANCE                    FIELD          EL,LIPSE AXES VERTICAL                        HORIZONTAL POTENTIAL (feet)      (meters)            (kV/m)                (ratio)              (kV/m)            (kV/m)      kV)
_ _ _ _ _ _ _ - - - - - - - -
     -50.0        -15.24                .866                    .030.                .855          .144      .859
     -50.0        -15.24                .866                    .030.                .855          .144      .859
   -45.0          -13.72              1.101                      .026              1.089            .166    1.093
   -45.0          -13.72              1.101                      .026              1.089            .166    1.093
Line 386: Line 357:


DATE:          7/ 8/2004 TIME: 15:37
DATE:          7/ 8/2004 TIME: 15:37
            ***********              *******************************************
            *                                                .*
* ELECTRICAL COUPLING TO OBJECTS                                          *
* ELECTRICAL COUPLING TO OBJECTS                                          *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                                              *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                                              *
            *                                                                                                  *
* OBJECT TYPE =                  2                        *
* OBJECT TYPE =                  2                        *
* LONG BOX (LONG VEHICLE)                                           *
* LONG BOX (LONG VEHICLE)
            *                                                                                                  *
* EQUIVALENT COUPLED OBJECT AREA                                      3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND =                                          2500. pF CALCULATED RESISTANCE TO GROUND =                                                .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
                    ****************                    **  ***********          * ************  *****  ***
EQUIVALENT COUPLED OBJECT AREA                                      3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND =                                          2500. pF CALCULATED RESISTANCE TO GROUND =                                                .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                                                    .00    477.00 feet AC SHORT CIRCUIT CURRENT =                                  2.75 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                                                  2915. V 1% AC VOLTAGE TO GROUND =                                          1638. V 50% AC VOLTAGE TO GROUND =                                          242. V
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                                                    .00    477.00 feet AC SHORT CIRCUIT CURRENT =                                  2.75 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                                                  2915. V 1% AC VOLTAGE TO GROUND =                                          1638. V 50% AC VOLTAGE TO GROUND =                                          242. V


Results of AC/DCLINE program EFION                                              (EPRI/HVTRC          7-93)      for:
Results of AC/DCLINE program EFION                                              (EPRI/HVTRC          7-93)      for:
____________________________________________________________
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name:                                C:\TLW30\ACDCLINE\DATA\ACT106 Date:          7/ 8/2004                  Time:        15:42 T106 least clearance, no road - 175+00
ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name:                                C:\TLW30\ACDCLINE\DATA\ACT106 Date:          7/ 8/2004                  Time:        15:42 T106 least clearance, no road - 175+00
* BUNDLE            INFORMATION                                                         *
* BUNDLE            INFORMATION
*******************                        *******************************************************
* l      VOLTAGE                        CURRENT                    #          BUNDLE COORDINATES                  I          I IBNDLICIRCIVOLTAGEIANGLEI                                  LOAD [ANGLEl OF I                            X    I    Y          I SAG I PH            I I    # I        # I (kV)              l(DEG)l            (A)        j(DEG)ICONDI                (feet) I (feet)l(feet)l I    1          1    l    230.01              0.1          500.1            0.1        1    l    -18.01      109.01        36.01          A    I l    2    l      1    l    230.01          240.1            500.1        240.1          1    l    -20.51      88.01        36.01          B  I 1    3    1      1    1    230.01          120.1            500.1        120.1          1    1    -18.01      67.01        36.01          C  I l    6    l      2    l    230.01              0°;          500.1            0.1        1    l      18.01    109.01        36.01          A  I l    7    l      3    l    230.01          240.1            500.1            0.l        1    l      20.51      88.01        36.01          B  I 1    8    1    4    1    230.01          120.1          1000.1          120.1          1    1      18.01      67.01        36.01          C  I l    4          1    l            .01        0.1                0.1          0.1        1    l    -10.5      130.01        29.01        GND  I l    5    l    2    l            .01        0.1                0.1          0.1        1    l      10.51    130.01        29.01        GND  I
l      VOLTAGE                        CURRENT                    #          BUNDLE COORDINATES                  I          I IBNDLICIRCIVOLTAGEIANGLEI                                  LOAD [ANGLEl OF I                            X    I    Y          I SAG I PH            I I    # I        # I (kV)              l(DEG)l            (A)        j(DEG)ICONDI                (feet) I (feet)l(feet)l
*****************                      *********************************************************
I    1          1    l    230.01              0.1          500.1            0.1        1    l    -18.01      109.01        36.01          A    I l    2    l      1    l    230.01          240.1            500.1        240.1          1    l    -20.51      88.01        36.01          B  I 1    3    1      1    1    230.01          120.1            500.1        120.1          1    1    -18.01      67.01        36.01          C  I l    6    l      2    l    230.01              0°;          500.1            0.1        1    l      18.01    109.01        36.01          A  I l    7    l      3    l    230.01          240.1            500.1            0.l        1    l      20.51      88.01        36.01          B  I 1    8    1    4    1    230.01          120.1          1000.1          120.1          1    1      18.01      67.01        36.01          C  I l    4          1    l            .01        0.1                0.1          0.1        1    l    -10.5      130.01        29.01        GND  I l    5    l    2    l            .01        0.1                0.1          0.1        1    l      10.51    130.01        29.01        GND  I
****    ***    **********************************************************e**                                                            ****t***
****    ***    **********************************************************e**                                                            ****t***
* MINIMUM GROUND CLEARANCE =                                        31.00    feet                                *
* MINIMUM GROUND CLEARANCE =                                        31.00    feet                                *
* POWER SYSTEM FREQUENCY                                  .        60.      Hz                                  *
* POWER SYSTEM FREQUENCY                                  .        60.      Hz                                  *
* SOIL RESISTIVITY                                        =      100.        ohm meter                          *
* SOIL RESISTIVITY                                        =      100.        ohm meter                          *
* SUBCONDUCTOR INFORMATION                                -  REGULAR BUNDLES                                       *
* SUBCONDUCTOR INFORMATION                                -  REGULAR BUNDLES
* ****    *******        * ***    ****    *******        *********            ************          **** *****    *******    *********
* IBNDL I            CONDUCTOR I DIAMETER                            I  SPACING            I  DC RESIST I AC RESIST I                  AC REACT I I # I                  NAME              l      (inch)            I  (inch)            I    (ohm/mile)l (ohm/mile)l                (ohm/mile)l 1      ILAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l l2          ILAPWING                      l          1.500        l    18.000 I                    .0580  l          .0620    l            .3640    l l 3          ILAPWING                      l          1.500        l    18.000 l                    .0580  j          .0620    l            .3640    l l6          ILAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l I 7          ILAPWING                      I          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l 8      lLAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    j            .3640    l l 4          l7#6AW                        l            .490        l    18.000 l                  1.5070    l      1.5360      l            .7210    l l    S      f7#6AWl                                    .490        l18.000 l                      1.5070 l          1.5360 l                  .7210 l
IBNDL I            CONDUCTOR I DIAMETER                            I  SPACING            I  DC RESIST I AC RESIST I                  AC REACT I I # I                  NAME              l      (inch)            I  (inch)            I    (ohm/mile)l (ohm/mile)l                (ohm/mile)l
*****      ******        **********************************************                                                ********      * *********        **
1      ILAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l l2          ILAPWING                      l          1.500        l    18.000 I                    .0580  l          .0620    l            .3640    l l 3          ILAPWING                      l          1.500        l    18.000 l                    .0580  j          .0620    l            .3640    l l6          ILAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l I 7          ILAPWING                      I          1.500        l    18.000 l                    .0580  l          .0620    l            .3640    l 8      lLAPWING                      l          1.500        l    18.000 l                    .0580  l          .0620    j            .3640    l l 4          l7#6AW                        l            .490        l    18.000 l                  1.5070    l      1.5360      l            .7210    l l    S      f7#6AWl                                    .490        l18.000 l                      1.5070 l          1.5360 l                  .7210 l
* AC        ELECTRIC FIELD PROFILE                      *
* AC        ELECTRIC FIELD PROFILE                      *
* at          3.28 feet above ground
* at          3.28 feet above ground
                  *
* longitudinal                    distance: 500.00 feet *
* longitudinal                    distance: 500.00 feet *
                  *                                                                  *
                   ************************                  ******F*********
                   ************************                  ******F*********
LATERAL                  MAXIMUM          I MINOR/MAJOR                                    SPACE DISTANCE                    FIELD          ELLiPSE AXES VERTICAL              HORIZONTAL POTENTIAL (feet) (meters)                    (kV/m)            (ratio)            (kW/m)      (kV/m)    (kV)
LATERAL                  MAXIMUM          I MINOR/MAJOR                                    SPACE DISTANCE                    FIELD          ELLiPSE AXES VERTICAL              HORIZONTAL POTENTIAL (feet) (meters)                    (kV/m)            (ratio)            (kW/m)      (kV/m)    (kV)
_ _ _ _ _ _ _ - - - - - - - -    - - - - - - - - -
     -50.0        -15.24                  .807            .060                .786        .188      .795
     -50.0        -15.24                  .807            .060                .786        .188      .795
     -45.0        -13.72                1.122            .048              1.099        .237    1.108
     -45.0        -13.72                1.122            .048              1.099        .237    1.108
Line 440: Line 396:


DATE:          7/ 8/2004 TIME: 15:42
DATE:          7/ 8/2004 TIME: 15:42
            ***    **  **  **************        **  ******      *********          *******      ******      ***
            *                                                                                                      *
* ELECTRICAL COUPLING TO OBJECTS                                              *
* ELECTRICAL COUPLING TO OBJECTS                                              *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                                                  *
* INCLUDING EFFECTS OF 6 SHIELDING OBJECTS                                                  *
            *                                                                                                      *
* OBJECT TYPE =                2                                    *
* OBJECT TYPE =                2                                    *
* LONG    BOX (LONG VEHICLE)                                               *
* LONG    BOX (LONG VEHICLE)
            *                                                                                                      *
* EQUIVALENT COUPLED OBJECT AREA =                          1864.91 ft**2 CALCULATED CAPACITANCE TO GROUND =                                1000. pF CALCULATED RESISTANCE TO GROUND =                                  1.80 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
            * ******************                ** *****      ***  ******      ********        *****      ** ****
EQUIVALENT COUPLED OBJECT AREA =                          1864.91 ft**2 CALCULATED CAPACITANCE TO GROUND =                                1000. pF CALCULATED RESISTANCE TO GROUND =                                  1.80 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                                                10.00          500.00 feet AC SHORT CIRCUIT CURRENT =                        2.10 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                                        5582.        V 1        AC VOLTAGE TO GROUND =                          3137.        V 50t AC VOLTAGE TO GROUND =                                    463.      V
LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER =                                                10.00          500.00 feet AC SHORT CIRCUIT CURRENT =                        2.10 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND =                                        5582.        V 1        AC VOLTAGE TO GROUND =                          3137.        V 50t AC VOLTAGE TO GROUND =                                    463.      V



Latest revision as of 18:15, 14 March 2020

Response to Request for Necessary Data and Information for a Federal Consistency Determination
ML051920150
Person / Time
Site: Oyster Creek
Issue date: 06/15/2005
From: Cowan B
AmerGen Energy Co
To: Heyl A
Office of Nuclear Reactor Regulation, State of NJ, Dept of Environmental Protection, Bureau of Coastal Mgmt
References
%dam200604 2130-05-20112
Download: ML051920150 (66)


Text

ArnerGen Energy Corn pany. LLC vww.excl(oncorp coin Anieren.O An Exelon Company 200 Exelon Way Kennett Square, PA 19348 June 15, 2005 2130-05-20112 Mr. Andy Heyl Land Use Regulation Program Bureau of Coastal Management NJ Department of Environmental Protection 501 East State Street Trenton, NJ 08625-0439

Subject:

Reponse to Request for Necessary Data and Information for a Federal Consistency Determination File No. 1500-02-0004.4 CDT050001 Project: Oyster Creek Generating Station

Dear Mr. Heyl:

On January 20, 2005, AmerGen Energy Company, LLC (AmerGen) submitted the Federal Coastal Zone Management Act consistency certification in support of the Oyster Creek Generating Station (OCGS) license renewal application to the New Jersey Department of Environmental Protection (NJDEP) Land Use Regulation Program for review. On March 31, 2005, NJDEP Land Use Regulation Program requested necessary data and information to support statements made by AmerGen in the consistency determination. The attached discussions address each of the requests for necessary data.

After your office reviews the attached information, AmerGen requests a letter concurring with the previously transmitted Federal Consistency Certification for Federal Permit and License Applicants. AmerGen will include a copy of this letter and your response in the license renewal application that we submit to the Nuclear Regulatory Commission.

If you have any questions or require any additional information, please contact Bill Maher at (610) 765-5939.

Sincerel Pamela B. Cowan Director - Licensing & Regulatory Affairs AmerGen Energy Company, LLC C Qul

NJ DEP, Land Use Regulation Program June 15, 2005 Page 2

Enclosure:

Response to Request for Necessary Data and Information for a Federal Consistency Determination cc: Karen Tuccillo, NJ BNE P. S. Tam, USNRC, Senior Project Manager, NRR File No. 05100

Enclosure Response to Request for Necessary Data and Information for a Federal Consistency Determination

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 1 of27 The program requests the following three (3) items under the enforceable Coastal Zone Management Rules (Rules) at N.J.A.C. 7:7E-1.5(a)li, 1viii, 6.2 and 8.2.

1. Submit the data and information and an analysis of that data and information to support the statement on page 4 under the section Identified as "Entrainment of fish and shellfish In early life stages" that "Results indicate that the water quality of the Bay, which had been in decline, is recovering and now supports a healthy fish population."

The Barnegat Bay Estuary Program Characterization Report (BBEP 2001) indicated that the priority problems in the estuary were: (1) water supply and water quality, including the issues of contaminated stormwater and runoff, nutrient loading, pathogen contamination, groundwater contaminations, and future water supply deficits; (2) habitat loss and alteration; (3) fisheries decline; and (4) human activities and competing uses.

The Barnegat Bay Final Comprehensive Conservation and Management Plan (CCMP),

completed in May 2002, laid out an approach for restoring the Barnegat Bay ecosystem that was keyed to these priorities (BBEP 2002). It contains numerous uaction plans" for improving water quality, slowing habitat loss, restoring ecological communities, and balancing the needs of competing users. It also contains a Monitoring Program Plan and a framework for tracking progress of the various program initiatives.

The Barnegat Bay Estuary Program and its cooperating agencies have already had a number of successes with regard to water quality. The CCMP singled out degraded storm water management (retention or detention) basins as sources of non-point source pollution and made "retrofit of stormwater basins to increase infiltration and recharge of rainfall runoff" an Action Item. (BBEP 2002, Chapter 5, Table 5-1, Action Item 5.2).

Cooperating county, state, and federal agencies led by the Ocean County Planning Board identified three stormwater basins in the County that were no longer functioning as designed and restored them, amending soils as necessary to lower pH, adding compost to encourage growth of soil organisms, seeding the basins with drought-tolerant native grasses, and planting native shrubs and trees (EPA 2003a). This pilot project demonstrated that stormwater basins could be quickly and cost-effectively restored to create living systems that effectively treat stormwater while creating aesthetically pleasing areas that provide wildlife habitat. As more and more stormwater basins are retrofitted, the volume of polluted stormwater entering the Bay will decrease.

Another goal of the BBEP has been the reduction of bacterial contamination in Barnegat Bay. Studies in the 1980s documented only 4 sewage pump-out facilties in all of coastal New Jersey (EPA 2003b). Since that time, long-term collaborative efforts by BBEP partners have resulted in the installation of more than 70 marine sewage pump-out facilities in Barnegat Bay and its tributaries. Funding for the pump-out facilities was provided by the New Jersey Clean Vessel Program, which in turn is funded by the U.S.

Fish & Wildlife Service (Wallop-Breaux monies) and the NJDEP. The Clean Vessel Program and other initiatives have reduced the amount of bacteria entering the Bay and improve water quality in many Ocean County swimming areas.

One of the specific goals of the CCMP was the establishment of a "No Discharge Zone" to make the discharge of raw sewage from boats illegal. Section 312 of the Clean Water Act provides for these zones. New Jersey DEP petitioned the EPA in March 2002 to

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 2 of 27 make Barnegat Bay a No Discharge Zone. The EPA determined that the Bay's 66 stationary pump-out facilities (many at marinas) and three pump-out vessels were adequate to accommodate the 28,000 recreational vessels using the Bay. On June 12, 2003 the EPA announced that Barnegat Bay had adequate facilities for the safe and sanitary removal and treatment of sewage from all vessels and that the Bay had been officially designated a No Discharge Zone (Federal Register, Volume 68, No. 113, June 12, 2003, pg 35214-35215. Available online at htto://access.pDo.aove/su docs/federal/aO30612c.html. Accessed 4/22/05).

Another indication of improving water quality in Barnegat Bay is the opening of shellfish beds over the last 4 to 5 years. In late 2000, 5,132 acres in Barnegat Bay previously closed to shellfishing were opened to shellfish harvesting. At that time, State Environmental Protection Commissioner Bob Shinn declared that, 'The continued expansion of our shellfish harvesting waters is a clear and reliable yardstick of our progress in improving water quality" (NJDEP News Release dated 11-20-2000). In 2004, another 161 acres of shellfish beds in Barnegat Bay were upgraded, while 85 acres were downgraded, a net increase of 76 acres open to shellfishermen (NJDEP News Release dated 2-20-2004).

The available evidence suggests that Barnegat Bay, once in a state of decline, is beginning to recover. Water quality appears to be improving, benefiting from a number of county, state, and federal initiatives, as well as the work of countless volunteers and several non-profit organizations.

Anecdotal information suggests that many finfish populations are healthy and sport fishing for several species (e.g., striped bass, weakfish, bluefish) in the Bay is excellent (Flyfishing Connection 1999; Fishing and Hunting News 2004; Haughey 2004). One important forage species that is not faring well in Barnegat Bay, the Atlantic menhaden, is in a state of decline up and down the mid-Atlantic and south Atlantic coast. Landings of menhaden in New Jersey increased in the late 1980s and early 1990s, peaking in 1994 at 17,386 metric tons, but have declined steadily since that time, falling to 9,276 metric tons in 2003 (NMFS 2005). The reduction in Atlantic coast menhaden stocks has been attributed to poor recruitment, which may be the result of water quality degradation along the rapidly developing Eastern Seaboard, and to periodic disease outbreaks and mass die-offs in adults, which may also be exacerbated by water quality problems (AMTC 2001; CBEF 2004).

The National Marine Fisheries Service (NMFS) maintains records on recreational landings of important species, including many of the species sought by anglers in Barnegat Bay. These data are organized by region (e.g., north Atlantic, mid-Atlantic, south-Atlantic) and by state, but are not available by watershed or waterbody. Most of the species in question range up and down the mid-Atlantic coast and use Barnegat Bay seasonally; therefore, data for the state of New Jersey are assumed to reflect the state of Barnegat Bay populations.

The NMFS data indicate that striped bass landings in New Jersey reached an all time low in the 1980s, but have exceeded 1,000,000 fish in every year since 1999 (NMFS 2005). In 2004, an estimated 1,760,506 striped bass weighing more than 4.6 million

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 3 of 27 pounds were landed in New Jersey. These data, along with widely circulated stories of anglers and outdoor writers, indicate that striped bass fishing along the New Jersey shore and in Barnegat Bay is as good today.as it was in the 1960s and 1970s, if not better.

Other species sought by anglers in Barnegat Bay include bluefish, weakfish, and summer flounder. Based on New Jersey recreational landings, bluefish numbers in recent years have been consistently high, more than 3,000,000 fish per year over the 2000 through 2004 period (NMFS 2005). In 2004 an estimated 4,151,920 bluefish weighing 3.3 million pounds were landed by N.J. fishermen. In the 1990s, bluefish landings ranged from 1,217,527 (1993) to 3,557,337 (1991) fish per year. These high bluefish landings are consistent with angler and outdoor writer reports of excellent fishing in Barnegat Bay. Based on anecdotal information, fishing for weakfish is excellent in Barnegat Bay. Data on weakfish landings in New Jersey, however, suggest that weakfish numbers peaked over the 1995-1996 period and have generally declined over the 1997-2004 period (NMFS 2005). Summer flounder landings have been high since 1990, ranging from 3 million to 13 million fish per year (NMFS 2005). No clearcut trend in landings are apparent. In 2004, an estimated 8.8 million summer flounder were landed by recreational fishermen (NMFS 2004).

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 4 of 27

2. Submit the data and information and an analysis of that data and information to support the statement on page 4 under the section Identified as "Entrainment of fish and shellfish In early life stages" that "...the impacts of entrainment during current operations are small..." Please quantify the term "small" In the previous sentence using the data and information to be submitted.

The following material is from the 1984 monograph Ecology of Barnegat Bay, New Jersey, which was an attempt by a diverse group of utility biologists, academics, and resource agency scientists to assemble and synthesize several decades of research on Barnegat Bay's water quality and aquatic communities.

"Numerous investigations have been performed in Forked River, Oyster Creek, and Barnegat Bay to assess the effects of thermal discharges, impingement, and entrainment of the Oyster Creek Nuclear Generating Station on aquatic communities. Rutgers University scientists studied the bay and adjacent tributaries from 1965 through 1980, and this work produced 9 annual reports, 12 masters theses, and 5 doctoral dissertations. In 1975, Ichthyological Associates, a consultant for the Jersey Central Power and Light Company, initiated investigations of plankton and fish populations and impacts of station operation on these populations. Some of these investigations were continued to 1984..."

(page 327, Ecology of Barnegat Bay, New Jersey)

"A five-volume 316(a) and (b) Demonstration report prepared by the Jersey Central Power & Light Company for the New Jersey Department of Environmental Protection.. .summarized the information and conclusions drawn by these investigations.. .Conclusions of the report indicate that, while impacts on aquatic communities have occurred because of the cooling system of the station, these Impacts generally are localized to Oyster Creek."

(emphasis added) (page 327, Ecology of Barnegat Bay, New Jersey)

...some fishes and macroinvertebrates are affected by impingement on intake screens of the station....Population surveys of fishes and macroinvertebrates indicate that the standing crop lost through impingement was less than 10 percent for species in central Barnegat Bay. No evidence exists that losses of organisms through Impingement on Intake screens have had a discernible effect on Invertebrate and fish communities In Barnegat Bay." (emphasis added) (page 331, Ecology of Bamegat Bay, New Jersey)

"To mitigate future impingement effects, the conventional traveling screens (0.95 cm mesh) on the intake structure of the station were replaced starting in 1979 through 1983 with Ristroph screens composed of a continuously rotating travplinn dfqinn mndrifiPd with n Inw nrmqaqtirn nrnv wq-h nnd fiqh rpnnvrv nnri

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 5 of 27 "Effects of operation of the Oyster Creek Nuclear Station on aquatic communities appear to be restricted to the discharge canal and Oyster Creek. The species composition, abundance, and distribution of phytoplankton, zooplankton, benthic invertebrates, and fishes in these two regions (areas) are substantially different than Barnegat Bay. Fluctuations within Bay communities appear to be due to the natural population dynamics of constituent populations and not due to operation of the station. Aquatic communities in Barnegat Bay parallel those of other mid-Atlantic estuaries which are unaffected by operations of electric generating stations." (emphasis added) (page 331, Ecology of Barnegat Bay, New Jersey)

As noted above, extensive data on impingement and entrainment were submitted to NJDEP as part of a Section 316 Demonstration. These data were evaluated by NJDEP and its contractor, Versar. Versar (1988) used three independent population models to assess the impact of impingement and entrainment losses at OCGS: the Equivalent Adult Model, the Production Foregone Model, and the Spawning/Nursery Area of Consequences Model. In each case, Versar/NJDEP concluded that impacts, although non-trivial, were not sufficient to de-stabilize populations. Having evaluated the data as submitted by Jersey Central Power & Light/General Public Utilities Nuclear (GPUN) and having conducted its own analysis employing different assumptions and analytical methods, NJDEP concluded that:

" ...the Department has determined that the avoidance of heated areas, impingement and entrainment impacts of the Station do not present an unacceptable, substantial long-term population and/or ecosystem impacts and, in conjunction with limitations generally reflecting current operations, will assure the protection and propagation of a balanced indigenous population." (OCGS NJPDES Fact Sheet, June 30,1994, page 71)

The Barnegat Bay Estuary Program, a non-profit environmental organization, reviewed impingement and entrainment studies conducted at OCGS in the 1970s and 1980s in its (2001) Barnegat Bay Characterization Report. The author(s) of the BBEP report note that; "despite the large numbers of eggs, larvae, and small life forms of Barnegat Bay organisms lost via in-plant passage at the OCNGS, these losses have not resulted in detectable impacts on biotic communities in Barnegat Bay. Effects of operation of the OCNGS on aquatic communities appear to be restricted to the discharge canal and Oyster Creek."

For its certification to the U. S. Nuclear Regulatory Commission (NRC), AmerGen will use the NRC definition of "small" in characterizing environmental impacts of OCGS license renewal 10 CFR 51 Subpart A, appendix B, Table B-1, Footnote 3). Page 3 of the certification provides the NRC definition of "small," which states in part the following:

Small - For the issue, environmental effects are not detectable or are so small that they will neither destabilize nor noticeably alter any important attribute of the resource.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 6 of 27 The NRC definition is qualitative, and AmerGen has not quantified the term "small." It is AmerGen's understanding, however, that regardless of whether the impact is small, at issue is whether the impact is consistent with enforceable provisions of the state's federally approved coastal zone management program. As AmerGen indicated in the certification text, New Jersey regulates OCGS entrainment impacts through its New Jersey Pollutant Discharge Elimination System (NJPDES) program.

To the best of AmerGen's knowledge, OCGS is in compliance with its NJPDES permit.

Regulatory and permitting requirements regarding environmental impact control may change during the remainder of the OCGS current NRC license term or during the license renewal term. However, AmerGen is committed to complying with changes to enforceable provisions of the state's federally approved coastal zone management program, and the state has the authority to enforce compliance. These factors form the basis for the AmerGen consistency certification.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 7 of 27

3. Submit the data and information and an analysis of that data and Information to support the statement on page 4 under the section identified as "Impingement of fish and shellfish" that "...the impacts of impingement during current operations are small..." Please quantify the term "small" in the previous sentence using the data and Information to be submitted.

As noted in the response to Question 2, studies of impingement and entrainment conducted by Jersey Central Power & Light and GPUN and subjected to considerable scrutiny (including re-analysis by NJDEP's third party reviewer, Versar) indicate that impingement and entrainment losses, which are, for some species, relatively high, do not upresent unacceptable, substantial, long-term population or ecosystem impacts."

Versar scientists determined that the impact of impingement at OCGS was so small that "the losses due to impingement at the Oyster Creek Generating Station were of no consequence to the [Section 316(b) compliance determination" (Summers et al. 1989, pg. VI-6). Species with relatively high losses (e.g., opossum shrimp, sand shrimp, bay anchovy) are common forage species whose abundance tends to fluctuate widely between years depending on environmental conditions and intensity of predation. As noted in the Fact Sheet for the 1994 OCGS NJDPDES permit (page 70), "the effects of these losses on the Barnegat Bay food web are small."

As discussed earlier, the Barnegat Bay Estuary Program, a non-profit environmental organization, reviewed impingement and entrainment studies conducted at OCGS in the 1970s and 1980s in its (2001) Barnegat Bay CharacterizationReport. The BBEP author(s) conclude that:

..."no evidence exists that losses of organisms through impingement on the intake screens have had a discernible effect on invertebrate and fish communities in the bay."

Most organisms impinged in these studies were either invertebrates (e.g., blue crab, sand shrimp, grass shrimp) or small, schooling (forage) fish (e.g., bay anchovy, Atlantic menhaden, Atlantic silverside).

See the response to Question 2 for a discussion of the NRC definition of "small" and AmerGen's use of the term. To the best of AmerGen's knowledge, OCGS is in compliance with its NJPDES permit. Regulatory and permitting requirements regarding environmental impact control may change during the remainder of the OCGS current NRC license term or during the license renewal term. However, AmerGen is committed to complying with changes to enforceable provisions of the state's federally approved coastal zone management program, and the state has the authority to enforce compliance. These factors form the basis for the AmerGen consistency certification.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 8 of 27

4. Submit the data and information and an analysis of that data and information to support the statement on page 4 under the section Identified as "Impingement of fish and shellfish" that the Ristroph traveling screens currently being used reduces the number of fish impinged and impingement mortality.

Ristroph traveling screens, which employ water-filled buckets to collect impinged fish, have been installed at power plants from coast to coast. The impinged fish are spilled into a trough or holding tank and then returned to the source waterbody by way of a pipe or sluiceway. In its Technical Development Document for the Final 316(b) Phase I new Facilities Rule (EPA 821-R-01-036, November 1,2001. Available on line at http://www.eDa.oov/waterscience/316b/technical/technicaldd.htmV. Accessed 4/22/05),

the EPA describes Ristroph-type screens as a "proven technology" that has been shown to have "good potential for alleviating impingement mortality" (CWIS Technology Fact Sheets, pages A-6 and A-7).

Facilities that have tested or employed Ristroph-type screens in the east include Surry Power Station (Virginia), Indian Point Nuclear Generating Station (New York), Kintigh (aka Somerset) Generating Station in New Jersey, Bowline Point Generating Station (New York), Roseton Generating Station (New York), Danskammer Generating Station (New York), Salem Generating Station (New Jersey), and Calvert Cliffs Nuclear Power Plant (Maryland). In its Technical Development Document for the Final 316(b) Phase II Existing Facilities Rule (EPA 821-R-04-007, February 12, 2004. Available on line at httP://www.e[a.oov/osV316b/devdoc/final.htm. Accessed 4/22/05 ), the EPA discusses the relative effectiveness of modified traveling screens of the Ristroph type at 10 U.S.

power plants and concludes (p. 4-9) that:

"Studies conducted at steam electric power generating facilities over the last three decades have built a sizable record demonstrating the performance potential for modified traveling screens that include some form of fish return. Comprehensive studies.. .have shown that modified screens can achieve an increase in the post-impingement survival of aquatic organisms that come under the influence of cooling water intake structures. Hardier species, as might be expected, have exhibited survival rates as high as 100 percent. More fragile species, which are typically smaller and more numerous in the source waterbody, understandably have lower survival rates."

In this context, "hardier species" would include many of the recreationally-important fish and shellfish impinged at OCGS: blue crab, striped bass, white perch, bluefish, croaker, spot, and flounder. More fragile species would include the various small, schooling species that serve as forage for sport fish in Barnegat Bay, with bay anchovy, and Atlantic menhaden being the most important.

Both of the previously-mentioned EPA reports present data that demonstrate the effectiveness of Ristroph screens in reducing impingement mortality.

As noted previously in Response 2, experimental testing in the mid-1 980s indicated that total fish mortality at the OCGS cooling water intake structure was reduced from 48% to

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 9 of 27 24% after Ristroph screens were installed (page 331, Ecology of Bamegat Bay, New Jersey). In the case of some species, however, impingement survival was improved dramatically. Studies by EA Engineering, Science, and Technology (1986; page 4-11) showed that the installation of Ristroph traveling screens at OCGS produced a three-fold increase in the total survival of impinged bay anchovy when compared to previous studies of impingement on the conventional traveling screens.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 10 of 27

5. Submit the data and information and an analysis of that data and information to support the statement on page 5 under the section Identified as "Heat shock" that "...Impacts of heat shock during current operations are small..."

Please quantify the term "small" In the previous sentence using the data and Information to be submitted.

NJDEP hired Versar, Inc. in 1987 to review the Oyster Creek 316 Demonstration (composed of 1974,1978, and 1986 submittals), evaluate potential impacts of OCGS operation on aquatic communities, and recommend appropriate limitations on cooling water withdrawals and discharge temperatures to meet the intent of Section 316 of the Clean Water Act. With regard to thermal impacts, the 1989 Versar report noted that OCGS effluents were not in compliance with state surface water quality standards (N.J.A.C. 7:9B-1.1 et seq.) but "the potential adverse effects of the thermal discharges on the Barnegat Bay ecosystem were determined and they were localized and had little or no regional significance" (Summer et al. 1989, pg IV-65).

Based on the 316 Demonstration and the Versar study, NJDEP determined that thermal discharges (specifically the avoidance of heated areas) from OCGS did not jeopardize aquatic populations and that water quality-based effluent limitations would be more stringent than necessary to assure the protection and propagation of the balanced indigenous population (community):

"The Department is therefore, granting GPUN's request for a variance pursuant to Section 316(a) and is proposing thermal limitations which will allow the continued operation of the existing once-through cooling system." [OCGS NJPDES Fact Sheet, June 30, 1994, page 71]

These included limitations on effluent temperature (daily maximum of 106F with 4 circulating water pumps operating), temperature rise across the condenser (daily maximum of 23F with 4 pumps operating), and heat addition (daily maximum of 5,420 MBTU/hr with 4 pumps operating) (OCGS 1994 NJPDES permit, Outfall Number DSN 001).

Oyster Creek uses dilution pumps to moderate water temperatures in its discharge; in accordance with NPDES permit requirements. Procedures are in place to ensure that a dilution pump is activated when the temperature in Oyster Creek reaches 87TF, as measured four feet below the surface at the Route 9 bridge. If, two hours later, the temperature still exceeds 87TF, a second dilution pump is put into operation. So long as the plant is operated according to plant operating procedures, there is little chance of heat shock in the plant's discharge canal and even less chance of heat shock further downstream, east of the Route 9 bridge. There have been some infrequent instances of fish kills in the plant's discharge canal caused by high temperatures which occurred because dilution pumps were deactivated when temperatures in the discharge reached the (87'F) setpoint established by NJDEP. In addition to paying a substantial fine as a result of a 2002 heat-shock fish kill, AmerGen committed to improved training and increased vigilance where operation of the dilution pumps was concerned. After a lengthy discussion of potential impacts (OCGS NJPDES Fact Sheet, June 30, 1994, page 71), the permit writers conclude that:

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 11 of 27

"...the Department has determined that the avoidance of heated areas, impingement and entrainment impacts of the Station do not present an unacceptable, substantial long-term population and/or ecosystem impacts and, in conjunction with limitations generally reflecting current operations, will assure the protection and propagation of a balanced indigenous population."

This language, crafted by NJDEP, is consistent with AmerGen's assertion that impacts of heat shock are small, using the criteria employed by the NRC at 10 CFR 51, Appendix B, Table B-1. These criteria state that "environmental effects are so minor that they will neither de-stabilize or noticeably alter any important attribute of the resource."

See the response to Question 2 for a discussion of the NRC definition of "small" and AmerGen's use of the term. To the best of AmerGen's knowledge, OCGS is in compliance with its NJPDES permit. Regulatory and permitting requirements regarding environmental impact control may change during the remainder of the OCGS current NRC license term or during the license renewal term. However, AmerGen is committed to complying with changes to enforceable provisions of the state's federally approved coastal zone management program, and the state has the authority to enforce compliance. These factors form the basis for the AmerGen consistency certification.

NJ DEP, Land Use Regulation Program June 15,2005 Enclosure Page 12 of 27 The Program requests the following items under the enforceable Coastal Zone Management Rules (Rules) at N.J.A.C. 7:7E-1.5(a)1iv, vWii, 3.41 and 6.2

6. Please submit a copy of the results of the NRC's requested re-initiation of Endangered Species Act Section 7 consultation with the National Marine Fisheries Service (NMFS) discussed on page 5 and 7.

As of this date, NMFS has not completed its Biological Opinion, therefore, results are not available. The NRC sent its Biological Assessment (BA) to NMFS on March 29, 2005.

A copy of the BA was sent to Mr. Kent Tosch, Chief, New Jersey Department of Environmental Protection, Bureau of Nuclear Engineering. The NRC ADAMS document accession number is ML050900162.

NMFS has, however, recommended that, until the Biological Opinion gets issued, the NRC continue to implement the requirements identified in the July 21, 2001 Opinion and the August 29, 2001 amended ITS. Attachment 6-1 is a copy of this recommendation.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 13 of 27 The Program requests the following items under the enforceable Coastal Zone Management Rules (Rules) at N.J.AC. 7:7E-1.5(a)1 iv, 1viii, 3.41 and 6.2

7. Submit the data and information and analysis of that data and Information to support the statements on page 6 under the section identified as "Electromagnetic fields", acute effects (electric shock). -1 to this document is the calculation package for the electric shock analysis that was prepared as part of the license renewal application. It includes input data, methodology, and copies of the results of the ACDC analysis, the computer model used to calculate the shock potential.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 14 of 27

8. On page 28, the submittal advises "OCGS uses hazardous substances as defined by N.J.S.A.58:10-23.11b-k, including substances that are corrosive, ignitable, flammable or radioactive." Please submit a listing of those substances and any available data showing the extent and concentrations of their dispersal In to the environment. If any of the substances are being released In amounts lethal to organisms, please list those substances and the organisms potentially Impacted and any data or Information on the generating station's impact on those organisms.

In accordance with the Superfund Amendments and Reauthorization Act, AmerGen reports OCGS hazardous chemical information to the NJDEP, Office of Pollution Prevention and Right to Know. The report for 2004 lists bromotrifluoromethan (fire extinguishing compound), diesel fuel, sodium hypochlorite (water treatment additive),

propane, nitrogen liquid, gasoline, lead and sulfuric acid (in batteries),

dichlorofluoroethane (air conditioning system fluid), and motor oil. Attachment 8-1 to this document is a copy of the cover letter for the 2004 report. OCGS toxic releases are below the SARA Title IlIl thresholds that would trigger release inventory reporting requirements.

OCGS is a small-quantity generator of hazardous waste and reports waste types and quantities to the NJDEP. OCGS is also subject to NJDEP inspection. Attachment 8-2 of this document is a copy of the cover letter for the recent report that identifies the following as OCGS hazardous waste types: ignitable, corrosive, reactive, various heavy metals, tetrachloroethylene, spent halogenated and non-halogenated solvents, and other discarded commercial chemical products.

The 1994 NJPDES permit required an effluent characterization study. AmerGen (then GPUN) completed the study in 1998 and submitted the results to NJDEP on June 3, 1999. The measure of effluent toxicity that NJDEP and AmerGen rely on for current OCGS discharges is the annual effluent acute toxicity testing required by the NJPDES permit (Attachment 8-3). Results of these tests support the conclusion that releases of chemicals at OCGS do not pose a problem to aquatic organisms. In 2004, the survival of the test organisms met or exceeded that of the control organisms.

The U. S. Nuclear Regulatory Commission (NRC) regulates OCGS use of radioactive materials. AmerGen annually reports OCGS radioactive releases (Annual Radioactive Effluent Release Report) and measurements of radioactivity in the OCGS environment (Annual Radiological Environmental Operating Report). Attachments 8-4 and 8-5 are copies of the cover letters for recent reports. Concurrent with transmittal to NRC, AmerGen provides copies to Kent Tosch, Chief, Bureau of Nuclear Engineering, NJDEP.

The Barnegat Bay Estuary Program, a non-profit environmental organization, evaluated the impacts of the operation of OCGS on the Barnegat Bay Estuary (BBEP 2001).

According to the report, the concentration of radionuclides released from OCGS "...is too low to be hazardous to aquatic organisms or humans who consume contaminated seafood from the bay."

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 15 of 27 OCGS use of corrosive, ignitable, flammable, and other hazardous substances is regulated by the NJDEP. The NRC regulates radioactive substances. To the best of AmerGen's knowledge, OCGS releases no substances in amounts lethal to organisms.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 16 of 27 The Program requests the following items under the enforceable Coastal Zone Management Rules (Rules) at N.J.A.C. 7:7E-1.5(a)1i, 3.5 and 6.2

9. Submit the data and information, Including but not limited to the species and number of fish killed during cold weather shutdowns, and an analysis of that data and information to support the statements on page 25 under the section Identified as "Prime Fishing Areas" [sic] that supports the statement that "The thermal plume entering the Bay from Oyster Creek has temperatures a few degrees Fahrenheit above the ambient temperature of the Bay and does not interfere with any fish migrations." In addition, please include the date of and ambient bay temperature and plume temperatures at the time of each shutdown event.

The BBEP Characterization Report (2002) discusses OCGS's circulating water system and heated discharge. It also discusses the station's dilution pumps, which are designed to temper discharge temperatures and reduce impacts to aquatic biota in the receiving waters. The Report notes that the station's thermal plume is confined to roughly a 1.6-kilometer (one mile) radius about the mouth of Oyster Creek. On calm days, the plume "fans out" from the mouth of the creek; strong winds from the north or south cause the plume to be compressed against the shoreline. At times of peak operation, water temperatures are 3 to 50C above ambient at the mouth of Oyster Creek (Chizmadia et al. 1984; BBEP 2002).

The Fact Sheet to the 1994 NJPDES permit contains excerpts of a 1989 Versar review of the OCGS 316(a) studies and quotes the Versar report's findings relative to the thermal plume and avoidance studies conducted by GPUN. Quoting the Fact Sheet:

"Although Versar found that best methods reasonably available to assess "avoidance effects" were not used because avoidance studies were not conducted with opossum shrimp and sand shrimp, Versar concluded that

'avoidance effects' were not a serious problem. Specifically, Versar stated that:

the overall exclusionary effect of the thermal plume was localized and small. The exclusion of fish was primarily confined to the Discharge Canal which comprised about 2-4% of the total volume of Barnegat Bay.

The avoidance temperatures used in the 316 Demonstration were the lowest of several available estimates and should be protective of the resource. Finally, the entire thermal plume in August is small relative to the total area of Barnegat Bay (6-10%)."

Table 1 lists fish kills at OCGS that were believed to be related to cold shock or cold-weather shutdowns of the station. The last of these fish kills was in November 2001.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 17 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE 'C (OF)

CAUSE 1/29/72 100,000-1,000,000 Atlantic menhaden 76-127 Thermal Shock 1.7 (35) 1/5-1/8/73 18,000-1,200,000 Atlantic menhaden 102-356 5.6 (42) 20 bay anchovy 2/16-2/21173 Several Thousand Atlanfic menhaden 4.4 (40) 1/11 -1/15/74 9,900-180,000 Atlantic menhaden 102-356 Thermal Shock 1.7 (35) 100-3,600 bluefish 228-356 10/9174 200 crevalle Jack 13.9 (57) 2/4/75 100 Atlanftc menhaden 3.3 (38) 50-100 bluefish 11/24/75 7-100 crevalle jack 8.9 (48) 12/29/75 15-100 Atlantic menhaden 100-250 Thermal Shock 2.8 (37) 3-200 bluefish 90-170 10/21/77 120-200 blue runner Thermal Shock 12.2 (54) crevalle Jack

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 18 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE 0C (0 F)

CAUSE 1/15/79 682 Atlantic menhaden 165-225 Thermal Shock 0 (32) 12/17/79 Unknown Unknown Unknown Unknown 1.83 (35.3) 12/20/79 12 bluefish Unknown 3 (37.4) 1 weakfish 1 sea robin 1 black sea bass 1 menhaden 1/5/80 5483 menhaden 240- Thermal Shock 2.1 (35.8) 952 bluefish 295*

43 weakfish 501*

544 spot 120*

5 scup 200*

1 butterfish 1 kingfish 240 11/22/80 3,638 (actual count) blue runner 206.1- Thermal Shock 5.7 (42.1) 17,402 (Petersen crevalle Jack 173.0*

estimate) 1,038 bluefish 266.5*

17 smooth dogfish 600.9*

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 19 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE -C (fF)

CAUSE 3 ladyfish 292.7*

2 Northern kingfish 1 gray snapper 118.0 1 American eel 1 molarra 221.0 12/10/81 13 bluefish Thermal Shock 3.6 (38.5) 12 Atlantic menhaden 5 spot 3 butterfish 2 scup 2 jack I striped mullet 12/10/82 5,000 (estimate) bluefish 274-476 Thermal Shock 8.9 (48.0) 2,655 (estimate) crevalle Jack 110-204 80 blue runner 171-218 28 Atlantic neddlefish 250-661

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 20 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE -C (-F)

CAUSE 9 scup 205-247 1 ladyfish 410 1 Northern kingfish 185 2/2/85 16 Atlantic menhaden 150-275 Thermal Shock 2.2 (36.0) 1 blueback herring 12/15/85 52 weakfish Thermal Shock 4.3 (39.7)

I black sea bass 1 spot 1 white perch 12/8/89 2,641 Atlantic menhaden 152-305 Thermal Shock 1.1 (34) 166 bluefish 216-521 5 weakfish 495-533 3 spotted seatrout 464-597 7 northern kingfish 203-356 1 spot 165 500-1,000 crevalle jack 4 red drum 2 American eel

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 21 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE 'C (OF)

CAUSE 1 spiny dogfish 2/15 -2/16/91 1,114 bluefish 220-910 Thermal Shock 2.4-5.8 (36.4-42.4) 20 spot 120-140 11 spotted seatrout 480-525 3 smooth dogfish 250-300 1 northern kingfish 300 1 weakfish 1 Atlantic herring 12/18/95 6 bluefish 308-457 Thermal Shock 1.7 (35) 5 black drum 210-290 3 spotted sea trout 435-560 3 smooth dogfish 600-668 I weakfish 430 1 scup 210

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 22 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE 0C (0F)

CAUSE 12127-12/28/95 620 striped bass 296-758 Thermal Shock 4o zoa n%

-, .c. rO.Cr 229 white perch 228-361 5 American eel 640-714 1

gizzard shad 365 03/20/98 30 bluefish 575-756 Thermal Shock 6.1-7.4 (43-45.5) 01/21/00 - 02/01/00 2981 Striped bass 338-860 Thermal Shock -1.5 - 0.5 (29.22-32.94) 305 White perch 285-299 117 Black drum 185-525 34 Bluefish 360-648 9 Striped mullet 285-524 8 Gizzard shad 280-305 7 American eel 510-660 5 Mummichog 35-52 4 Tautog 225-342 2 Atlantic herring 252-258 2 Spotted seatrout 433-502

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 23 of 27 Table 1. Known fish kills at OCGS associated with cold-weather shutdowns.

DATE NUMBER SPECIES SIZE RANGE (mm) PROBABLE INTAKE TEMPERATURE 0C (OF)

CAUSE 2 Weakfish 560-608 2 Winter flounder 232-295 1 Cunner 60 1 Red drum 446 1 Smooth dogfish 580 66 Unidentified Unknown 11/11/01 -11/14/01 1306 Crevalle Jack / Blue runner 128-214 Thermal Shock 8.99 - 13.09 (48.19-55.56) 78 Lookdown 117-155 11 Bluefish 328-384 7 Bluespotted cometfish 340 2 Greater amberjack 470-495 1 Southern stingray 310 1 Spanish mackerel 324 1 Spotfin butterflyfish 83

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 24 of 27

10. Submit data and information and an analysis of that data and information to support the statement on page 25 under the section identified as "Prime Fishing Areas" [sic] with regard to the impingement of alewife or river herring (Alosa pseudoharengus), blueback herring (A. aestivalis), American shad (A.

sapidissima), striped bass (Morone saxatilis), Atlantic sturgeon (Acipenser oxyrhynchus),shortnose sturgeon (A. brevirostrum), and American eel (Anguilla rostrata) that "OCGS is in compliance with the rules protecting finfish migrations."

AmerGen has not conducted any recent studies on the impingement of fish at OCGS.

However, the 316(b) determination and the issuance of an NJPDES permit by the state of New Jersey are implicit concurrence by the state that the operation of OCGS is in compliance with the rules protecting finfish migrations. See Question 2 for a more complete discussion of the impingement of organisms at OCGS.

AmerGen also notes that the NRC, in performing its generic review of impacts of nuclear plant operation and license renewal, characterized plant impact on finfish migrations as small (NRC 1996).

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 25 of 27

11. The submittal does not discuss public access to the waterfront. Please identify any public access to the waterfront provided on property owned by AmerGen. If no public access to the waterfront Is available, can public access be provided to Oyster Creek, Forked River, or Barnegat Bay through the Finninger Farm? If AmerGen's response Is negative, please detail why public access to the waterfront can not be provided.

AmerGen recognizes that the CZMA generally contemplates consideration be given to a wide range of uses of the coastal zone - but it does not mandate that every approved use of the coastal zone allow for multipurpose uses and widespread access at every location. Sometimes multipurpose uses can coexist, but in other circumstances, only one activity may be conducted in a particular location. When dealing with a major pre-existing project, other uses of that portion of the coastal zone are limited, especially for the very special situation of a pre-existing nuclear power plant. Finninger Farm is currently the state-approved location for placement of dredged spoils for the plant's intake structure, and intake and discharge canals. The New Jersey Bureau of Nuclear Engineering (NJBNE) maintains a radiation monitor on the Finninger Farm. NJBNE should be consulted about what additional uses could be made at this location.

As stated in AmerGen's Federal Consistency Certification For Federal Permit And License Applicants, dated January 20, 2005, Enclosure page 2, AmerGen has not identified any refurbishment activities necessary to allow operation for an additional 20 years, and have identified no significant environmental impacts from programs and activities for managing the effects of aging.

Further, in AmerGen's certification, Enclosure page 23, in consideration of Coastal Permit Program Rules (NJAC 7:7), AmerGen states that they are not performing any activities (construction within the coastal area, dredging, excavation, or deposition of material, and erection of any structure in any coastal wetlands; and filling or dredging, or construction in certain upland areas adjacent to tidal wetlands) as a result of license renewal, has no plans to perform such activities as a result of license renewal, and is not seeking a coastal permit for such activities.

Finally, in AmerGen's certification, Enclosure page 32, under Subchapter 8 - Resource Rules, AmerGen states that, since this subchapter applies to development, which AmerGen will not undertake during the license renewal term, the requirements are not relevant. The rationale for AmerGen's statement come from NJAC 7:7E8-1 (a), where it states, Purpose and scope, in addition to satisfying the location and use rules, a proposed development must satisfy the requirements of this subchapter. This subchapter contains the standards the Department utilizes to analyze the proposed development in terms of its effects on various resources of the built and natural environment of the coastal zone, both at the DroDosed site as well as in its surrounding region (emphasis added).

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 26 of 27 REFERENCES Atlantic Menhaden Technical Committee (AMTC). 2001. 2001 Status of Atlantic Menhaden Stock and Fishery. Atlantic Menhaden Technical Committee of Atlantic States Marine Fisheries Commission (ASMFC). July 1.

Barnegat Bay Estuary Program (BBEP). 2001. The Barnegat Bay Estuary Program Characterization Report. Prepared by the Barnegat Bay National Estuary Program's Scientific and Technical Advisory Committee. January. Available on line at www.bbep.org.

Barnegat Bay Estuary Program (BBEP). 2002. Final Comprehensive Conservation and Management Plan. Available on line at www.bbep.org.

Chesapeake Bay Ecological Foundation (CBEF). 2004. Atlantic menhaden (Brevoortia tyrannus). Available on line at http:Ilwww.chesbav.org.

Chizmadia, P. A., M. J. Kennish, and V. C. Ohori. 1984. "Physical description of Barnegat Bay" in Ecology of Bamegat Bay (M. J. Kennish and R. A. Lutz, eds),

Springer - Verlag, New York.

EA Engineering, Science and Technology, Inc. (EA). 1986. Entrainment and impingement studies at Oyster Creek Nuclear Generating Station, 1984-1985.

Prepared for GPU Nuclear Corporation, Parsippany, New Jersey. EA Report GPU 44G.

Environmental Protection Agency (EPA). 2003a. "A 'ground-breaking' partnership for the Barnegat Bay Estuary Program." National Estuary Program website.

Available on line at http:Hlwww.epa.gov/nep/coastlines/nov03/barbay.html.

Environmental Protection Agency (EPA). 2003b. "Controlling Bacterial Contamination in Barnegat Bay, New Jersey." National Estuary Program website. Available on line at http:Hlwww.epa.gov/iiep/coastlineqsaprO3/controlling.html.

Environmental Protection Agency (EPA). 2004a. "National Estuary Program." Available on line at http:llwww.epa.gov/ne /.

Environmental Protection Agency (EPA). 2004b. "Comprehensive Conservation and Management Plans." National Estuary Program website. Available on line at http:llwww.epa.zov/owow/estuaries/ccmp/.

Fishing and Hunting News. 2004. "Beachcombers aren't only summer migrants." Orig.

published in Fishing and Hunting News. Available on line at http://espn.2o.com/outdoors/fishing/.s/f map NJ Bamegat bav.html.

Flyfishing Connection. 1999. "Saltwater Fly Fishing New Jersey's Barnegat Bay."

Available on line at http:llwww.flvfishingconnection.com/bariegatbav.html.

NJ DEP, Land Use Regulation Program June 15, 2005 Enclosure Page 27 of 27 Haughey, John. 2004. 'Time to make way for Oyster Creek Stripers.(" Orig. published in Fishing and Hunting News. Available on line at littp://espn.izo.coni/outdoor.s/fishino/s/f map NJ Bamegat bav.html.

NMFS (National Marine Fisheries Service). 2003. Annual Commercial Landing Statistics for Atlantic menhaden. Fisheries Statistics & Economics Division ---

NOAA Fisheries. Available on line at http:/Hwww.st.nmfs.gov/st I /commercial/index.html.

NMFS (National Marine Fisheries Service). 2004. Marine Recreational Fisheries Statistics Fisheries Statistics & Economics Division --- NOAA Fisheries.

Available on line at http:Hlwww.st.nmfs.gov/stl/recreational/data.html.

NRC (Nuclear Regulatory Commission). 1996. Generic Environmental Impact Statement for License Renewal of Nuclear Plants. NUREG-1437. Office of Nuclear Regulatory Research. Washington DC. May.

Summers, J. K., A. F. Holland, S. B. Weisberg, L. C. Wendling, C. F. Stroup, R. L.

Dwyer, M. A. Turner, and W. Burton. 1989. Technical review and evaluation of thermal effects studies and cooling water intake structure demonstration of impact for the Oyster Creek Nuclear Generating Station, Revised Final Report, Volume I - Text. Prepared by Versar, Inc. for New Jersey Department of Environmental Protection Division of Water Resources. Trenton, NJ.

Versar (Versar, Inc.) 1988. Technical review and evaluation of thermal effects studies and cooling water intake structure demonstration of impact for the Oyster Creek Nuclear Generating Station. Final Report. Volume I - Text. Prepared for the New Jersey Department of Environmental Protection, Division of Water Resources, Trenton, NJ. March.

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 6-1 Oyster Creek Nuclear Generating Station, Formal Section 7 Consultation Initiation

lk.d6-10 05 Me

  • ¢.* {¢. UNITED STATES DEPARTMENT OF COMMERCE

.ff \ National Oceanic and Atmospheric Administration

_ , LiATIOAL 0.AAP.JE fISHCPiFSSF q .C0 S; 4FThCAST PZC!i.

. .'*ts . Ce,,.kb!a Drue JUN m5 P'as-Tsin Kim. Program Director Licenise Rciimvetl ;Lid EjnlironentiIl lnipacts Prograr D)i viSioll of KcV1ilatnior I iii pilveill i'rnV'raali Office o(f Nuclear Reactor Reiulatiorn U.S. Ntivlcai R2tulaiot'u v (CominIllion W;zhington, D.C. 205-55( 01I Rc: O-ster Creck Nuclear Gcncrating Station. Fonia:O Sectinn 7 ( Onsultatioll Ilitiliatiol D)car Mr. Kwio Tlhis corrcspondvneIe ackniowletipes the receipt of your March 29. 200i letter rcearding, the reinifialion of forial consultation purstiant to wctlioi 7(ah)(2 ci thIe Erdaigered Species Act (I3SA) ol 1973, as antended. for continued operation of the (O)vstcr ('reck Niulearc incralitig Staiion (O(C(NS). Pnceviomm section 7.constilaation 'vms cotzaiplcted wvith the issuance of a biological opinion (Opinion) on July I S. 2601. The 2o0)I Opinioii along idili the revised inlidltIJIl take; btatunwalte (ITS) issued itnAugtust 29. 2001 authorized the annu1 talke of five log gerlhcad, four Kenip's ridley. and two green sea turtles daur-mg ilhe atintlzat opleralioii or OCNGS. During 2004, eigit Kemip's ridlcy sea turtles occurred at OCNGS, exceeding the nuthori7ed U'S. I)ue in the numcer of Kcmp's ridiley sea tuitle takc!. l the Nuclear Regulatory Commission (NRC) has requested reinitiation of fonnal consultation.

The B3iological Assessment dared March 2005. enclosed with your letter, tins provided infonination for this conssultation. Upon review or tlh e ubmilled infonuation, it is NOAA's National Marine Fisheries Services' (NIvlFS) detenmination that all of ihe inforzmation required to initiate lbrinal consultation has beeiu rcceived.

NMFS will pro-Tare an Opinion analyzing whether or not the continued use of the OCNGS is likely tojeopardize listed sea turtles. Y'our Mlarci 2!), 2005 Icttcr as reccived by NMl S Northcast Region, Protected Resources Division on April 28, 2005, which will serve as thC commenrccmnit date of the formal consultation process. The ESA and the section 7 regulations require that formal consultation be concluded within 90 calendar days of initiation, anld the biological opinion be delivered to the action agency w'ithin 45 days after the conclusion of formal consultation. As such, we expect to provide you with our biological opinion no laiter than Septeniber 10, 2005. As a reminder, the NRC must not make any irreversible or irretrievable commitments of resources that would prevent NMFS frorn proposing or implementing any reasonable and prudenit alteematives to. avoid jeopardizing sea turtles.

UJntil the final biological opinion is complcocd and bigrcd, NNIFS rtcommends that the Nuclear Regulatory Commission continue to imnplcment the requirements ifentified in tilc Juily 21. 2001 Opinion and the Autwum 29. 2001i amcndcd ITS.

11yiul lie am. qItics ilos conecl ning these comments or the seetion 7 enaisultation mpltircluviqtls, please conlact Sara McNu lt of my staff at (97S) 2S 1-9300 x~i').

Sidccl*yr.

,' ar)' Colligan cc-: Malcolm Bn ~rownne, Amcrten Collins. GCNE W~illimlbs GCXNL-Riportella liNER-SII Scida, F/NLR Nash, NRC HU:s codc: fORC r.lyv-x. Circk. Irei.ivlm-l leller '-

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 7-1 Calculation Package for Oyster Creek Transmission Line Induced Current Analysis

Calculation Package for Oyster Creek Transmission Line Induced Current Analysis July 8,2004 Prepared for:

Exelon Nuclear Lacey Township, New Jersey Prepared by:

Steven J. Connor Tetra Tech NUS Aiken, South Carolina

I. Problem Statement These calculations were performed in support of Applicant's EnvironmentalReport, OperatingLicense Renewal Stage, Oyster Creek Nuclear GeneratingStation, specifically section 4.13 on induced current.

NRC regulations and guidance for preparing license renewal environmental reports requires that licensees demonstrate that their transmission lines comply with the induced shock provisions of the National Electrical Safety Code (NESC) in Part 2, Rules 232Clc and 232D3c. NESC requires that vertical clearances for transmission lines exceeding 98-kilovolts be sufficient to ensure that the induced current due to electrostatic effects is not greater than 5 milliamperes for the largest anticipated truck, vehicle, or equipment parked beneath the lines.

The Oyster Creek transmission lines consist of two 230 kV lines that are hung on double-circuit towers in a vertical configuration. The lines run I .1 miles from the Oyster Creek 230 kV substation to the Manitou Substation.

II. Model Input Data The computer code ACDCLINE by the Electric Power Research Institute was used for the calculations.

The inputs necessary for running ACDCLINE were obtained from the following drawings provided by First Energy (2004).

  • Plan and Profile drawings D48825, Manitou-Oyster Creek 230 kV Transmission Line, sheets I -

12.

  • Standard 230 kV Transmission Line Sag & Tension Charts A-35801 through A-35805 and A-35928 through A-35932.
  • 230 kV Double Circuit Transmission Line Suspension Tower Type KR, Drawing T-1 1070 In general, the plan and profile drawings for each line were used to identify two types of locations: (1) at all paved roads (2) any location with clearance lower than the least road clearance, regardless of terrain or structures beneath. The candidate locations are cataloged in Table I along with the data used for selecting locations to analyze.

Table 1. Candidate analysis locations Location Description Clearance (ft) 27+68 Proposed 3r Avenue 48 30+07 Proposed 2nd Avenue 48 32+48 Proposed 15t Avenue 60 51+05 Intersection of Hill Street and proposed 5 th Avenue 35 54+33 Proposed Mill Street 52 57+26 Proposed Shepherd Street 73 61+10 Intersection of Proposed 6 'hAvenue and Emanuel 39 64+55 Proposed Johnson Street 52 68+00 Proposed Ingard Street 72 71+40 Proposed Factory Street 49 74+78 Dover Road 51 122+69 Proposed Milton Avenue 47 193+63 Pinewald-Keswick Road 51 350+14 Proposed Alpine Street 54.

352+63 Proposed Chesler Street 58 355+13 Proposed Clifton Street 54 357+63 Proposed Elwood Street 54 360+13 Proposed Center Street 59 362+63 Proposed Hoyt Street 52 365+13 Proposed Devon Street 40 367+86 Proposed River Street 49 431+17 Proposed Clearview Street 61 433+91 Proposed Fairview Street 39 436+63 Proposed Ocean Street 40 439+34 Proposed State Street 64 442+50 Proposed Cedar Avenue 46 444+77 Proposed Grove Street 37 Estimated parking position on Garden State 518+38 Parkway- southbound 42 Estimated parking position on Garden State 523+67 Parkway - northbound 50 102+00 Edge of swamp land - no road 32 177+00 Medium woods - no road 29 187+00 Medium woods - no road 29 Examination of the data in Table 1 resulted in selection of the locations identified in Table 2 for analysis.

These locations should yield the bounding case among those identified in Table 1. Additional location-specific data needed for analysis are also provided.

Table 2. Data for locations selected for analysis.

LocationLoain Description Dsrpin(ft) Clearance Span (ft) Sag' (ft) Angle? Conductor Height Tower Type (ft)

Intersection of 5+5 51+05 Hill Street and proposed 35 1100 @ 1670 44

@1200 41 4579KR 450 79' KR-KR R 5 th Avenue 444+77 Proposed Grove 37 1050 @1670 42 300 78' KR-KR Street @1200 38 177+00 Mediu Mediurwoodswoods 29 29 1ad0 10 @1670 36

@1200 34 NA 67 KR-KR

1. Plan and Profile drawings indicate 1670F sag. Sag at 120'F determined from sag charts.
2. Angle of transmission line to road. Due to an error in ACDCLINE, the value entered into the code is the complementary angle.
3. Weighted average height of lowest conductor attachment to towers, above road or location of interest.

See Attachment A for calculation of these values.

The Type KR towers were the only ones used at the locations of interest. Data on these towers are provided in Table 3. The conductors are arranged in a vertical configuration with one circuit occupying each side of the tower phased A-B-C, top-to-bottom on both sides.

Table 3. Type KR Tower Dimensions Phaseota Horizontal Distance Connection AboveLowes Height Phase from Centerline (ft) Conductor (ft)

Left static -10.5 63 Left A -18 42 Left B -20.5 21 Left C -18 0 Right static +10.5 63 Right A +18 42 Right B +20.5 21 Right C +18 0 As identified on the Plan and Profile drawings, the conductors are 1590 MCM 45/7 ACSR Lapwing. The static wires are 7#6 AW. ACDCLINE selected the parameters for these conductors and static wires from its library.

III. Methods In most cases the elevation of the two towers of a span of interest were different, and the elevation of the location of interest was different than the nearest tower base. Because AC/DCLINE does not accommodate non-level geometries, a surrogate geometry was constructed that uses weighted average height for conductor attachments above the location of interest. The surrogate geometry had the two towers at the same elevation. This surrogate geometry would not have identical impact with that of the actual geometry, but it should be close. Calculations of weighted average heights for the surrogate geometry are found in Attachment A.

The code was first run to give electric field with no coupled objects to find the transverse location with the highest electric field strength. The code was then rerun with a long box coupled object with dimensions of the largest tractor-trailer truck that is expected to be on the roads, 12 by 8 by 65 feet. The 12-foot height is a weighted average of the cab and the trailer. At the non-road location, a combine of dimensions 11.5 by 7.5 by 30 feet was used. The truck or combine was placed at the longitudinal location of interest and at the transverse location with the highest electric field strength.

IV. Results Analytical results for each analysis is provided in the table below to three significant digits, as provided in the ACDCLINE printouts in Attachment B. All values are in compliance with the NESC limit, which is presented as one significant digit, 5 milliamperes.

Survey Location Description Induced Current (millamps) 51+05 Intersection of Hill Street and proposed 2.76 5uAvenue 444+77 Proposed Grove Street 2.75 177+00 Medium woods - no road 2.10 References First Energy, 2004. Letter from Barry Sensenig, First Energy to William D. Maher, Exelon, with attachments, First Energy, Reading, Pennsylvania, June 1.

Attachment A Calculation of Weighted Average Heights

Oyster Creek Induced Current Analysis Weighted Average Conductor Heights Location 51+05 Location 444+77 Location 175+00 Tower 93 feet Tower 134 feet Tower 106 feet conductor elevation 138 conductor elevation 114 conductor elevation 132 distance to road 555 distance to road 477 distance to road 500 Tower 94 Tower 135 Tower 107 conductor elevation 140 conductor elevation 122 conductor elevation 130 distance to road 545 distance to road 573 distance to road 500 road elevation 60 road elevation 40 road elevation 64 Span 1100 Span 1050 Span 1000 Weighted average Weighted average Weighted average elevation 139 elevation 118 elevation 131 Weighted average height above road - Weighted average Weighted average lowest conductor 79 height above road 78 height above road 67 Weighted average Weighted average Weighted average height above road - height above road - height above road -

middle conductor 100 middle conductor 99 middle conductor 88 Weighted average Weighted average Weighted average height above road - height above road - height above road -

highest conductor 121 highest conductor 120 highest conductor 109 Weighted average Weighted average Weighted average height above road - height above road - height above road -

static wire 142 static wire 141 static wire 130

Attachment B ACDCLINE Printouts

Results of AC/DCLINE program EFION (EPRI/HVTRC 7-93) for:

ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT93 Date: 7/ 8/2004 Time: 15:33 T93 Intersection of Hill Street and 5th Avenue at 51+05

  • BUNDLE INFORMATION
  • I I l VOLTAGE l CURRENT l # l BUNDLE COORDINATES I IBNDLICIRCIVOLTAGEIANGLEI LOAD lANGLEl OF I X I Y I SAG I PH I I # I # I (kV) l(DEG)l (A) l(DEG)ICONDI (feet) I (feet)l(feet)l I I 1 l 1 l 230.01 0.1 500.1 0.1 1 l -18.01 121.01 41.01 A I l 2 l 1 l 230.01 240.1 500.1 240.1 1 l -20.51 100.01 41.01 B I 1 3 1 1 1 230.01 120.1 500.1 120.1 1 1 -18.01 79.01 41.01 C l 6 l 2 l 230.01 0.1 500.1 0.1 1 18.01 121.01 41.01 A I l 7 l 3 I 230.01 240.1 500.1 0.1 1 20.51 100.01 41.01 B I I 8 1 4 1 230.01 120.1 1000.1 120.1 1 I1 18.01 79.01 41.01 C I l 4 l 1 l .01 0.1 0.1 0.! 1 -10.51 142.01 35.01 GND I l 5 l 2 l .01 0.1 0.1 0.1 1 l 10.51 142.01 35.0! GND I
  • MINIMUM GROUND CLEARANCE = 38.00 feet *
  • POWER SYSTEM FREQUENCY = 60. Hz *
  • SOIL RESISTIVITY = 100. ohm meter *
  • SUBCONDUCTOR INFORMATION - REGULAR BUNDLES
  • IBNDL I CONDUCTOR I DIAMETER I SPACING I DC RESIST I AC RESIST I AC REACT I I # l NAME l (inch) I (inch) I (ohm/mile)l (ohm/mile)l (ohm/mile)l 1 ILAPWING l 1.500 l 18.000 I .0580 l .0620 l .3640 l l2 ILAPWING l 1.500 l 18.000 l .0580 l .0620 l .3640 l l 3 ILAPWING I 1.500 I 18.000 l .0580 l .0620 l .3640 l l6 ILAPWING l 1.500 l 18.000 I .0580 l .0620 l .3640 l l 7 ILAPWING I 1.500 I 18.000 I .0580 l .0620 l .3640 l 8 lLAPWING l 1.500 1 18.000 l .0580 l .0620 l .3640 1 I 4 l7#6AW 1 .490 1 18.000 l 1.5070 l 1.5360 l .7210 l l 5 l7#t6AW .490 l18.000 l 1.5070 l 1.5360 l .7210l
  • AC ELECTRIC FIELD PROFILE *
  • at 3.28 feet above ground *
  • longitudinal distance: 545.00 feet *
            • ***t******************************

LATERAL MAXIMUM MINOR/MAJOR SPACE DISTANCE FIELD ELLiIPSE AXES VERTICAL HORIZONTAL POTENTIAL (feet) (meters) (kV/m) (ratio) (kV/m) (kV/m) (kV)

-50.0 -15.24 .861 .035 .848 .155 .853

-45.0 -13.72 1.115 .030 1.100 .182 1.105

-40.0 -12.19 1.407 .025 1.392 .204 1.396

-35.0 -10.67 1.725 .020 1.712 .215 1.712

-30.0 -9.14 2.049 .016 2.038 .209 2.034

-25.0 -7.62 2.346 .011 2.339 .181 2.331

-20.0 -6.10 2.588 .006 2.584 .137 2.573

-15.0 -4.57 2.755 .002 2.754 .087 2.743

-10.0 -3.05 2.850 .000 2.850 .045 2.841

-5.0 -1.52 2.892 .000 2.892 .017 2.887

.0 .00 2.903 .000 2.903 .000 2.899 5.0 1.52 2.892 .000 2.892 .017 2.887 10.0 3 .05 2.850 .000 2.850 .045 2.841 15.0 4.57 2.755 .002 2.754 .087 2.743 20.0 6.10 2.588 .006 2.584 .137 2.573 25.0 7. 62 2.346 .011 2.339 .181 2.331 30.0 9.14 2.049 .016 2.038 .209 2.034 35.0 10.67 1.725 .020 1.712 .215 1.712 40.0 12.19 1.407 .025 1.392 .204 1.396 45.0 13 .72 1.115 .030 1.100 .182 1.105 50.0 15.24 .861 .035 .848 .155 .853 100. 0 30.48 .090 .102 .090 .013 .089 150.0 45.72 .118 .009 .118 .002 .118 100.0 30.48 .090 .102 .090 .013 .089 150.0 45.72 .118 .009 .118 .002 .118

Results of AC/DCLINE program COUPLE (EPRI/HVTRC 7-93) for:

COUPLING to OBJECTS & SHIELDING by OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT93 Date: 7/ 8/2004 Time: 15:33

DATE: 7/ 8/2004 TIME: 15:33

  • INCLUDING EFFECTS OF 6 SHIELDING OBJECTS *
  • OBJECT TYPE = 2 *
  • LONG BOX (LONG VEHICLE)
  • EQUIVALENT COUPLED OBJECT AREA 3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND = 2500. pF CALCULATED RESISTANCE TO GROUND = .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)

LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER = .00 545.00 feet AC SHORT CIRCUIT CURRENT = 2.76 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND = 2925. V 1% AC VOLTAGE TO GROUND = 1644. V 50t AC VOLTAGE TO GROUND = 243. V

Results of AC/DCLINE program EFION (EPRI/HVTRC 7-93) for:

ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT134 Date: 7/ 8/2004 Time: 15:37 T134 Grove Street at 444+77

  • BUNDLE INFORMATION t I I l VOLTAGE l CURRENT # BUNDLE COORDINATES I I lBNDLICIRClVOLTAGEIANGLEl LOAD lANGLEl OF I X I Y I SAG I PH I I l # l I (kV) l(DEG)j (A) j(DEG)ICONDI (feet) I (feet)l(feet)l I I1 l 1 l 230.01 0.1 500.1 0.! 1 -18.01 120.01 38.0! A I l 2 l 1 l 230.01 240.1 500.1 240.l 1 l -20.51 99.01 38.01 B I 3 1 1 I 230.01 120.1 500.! 120.1 1 1 -18.01 78.01 38.01 C l 6 l 2 l 230.0! 0.1 500.! °.l 1 l 18.01 120.01 38.0! A I l 7 l 3 l 230.01 240.! 500.! 0.l 1 l 20.51 99.0! 38.0! B I I 8 1 4 1 230.01 120.1 1000.! 120.1 1 1 18.01 78.01 38.01 C I l 4 l 1 l .0! 0.! 0.l °.l 1 l -10.5! 141.01 32.0! GND I I 5 l 2 l .0! 0.! 0.! 0.! 1 l 10.5! 141.0! 32.0! GND I
  • MINIMUM GROUND CLEARANCE 40.00 feet *
  • POWER SYSTEM FREQUENCY = 60. Hz
  • SOIL RESISTIVITY = 100. ohm meter *
  • SUBCONDUCTOR INFORMATION - REGULAR BUNDLES *
        • ******************************t*******************************************

lBNDL I CONDUCTOR I DIAMETER I SPACING I DC RESIST I AC RESIST I AC REACT l l # NAME (inch) I (inch) I (ohm/mile)l (ohm/mile)l (ohm/mile)!

  • 1 1.500 *LAPWING 18.000
  • *I .0580 * .0620 I *.3640 l 2 lLAPWING l 1.500 l 18.000 l .0580 l .0620 l .3640 l I 3 ILAPWING I 1.500 I 18.000 l .0580 l .0620 l .3640 l l 6 lLAPWING l 1.500 1 18.000 I .0580 l .0620 l .3640 l l 7 lLAPWING I 1.500 I 18.000 l .0580 l .0620 l .3640 l l 8 lLAPWING I 1.500 I 18.000 l .0580 l .0620 l .3640 l l 4 l7#6AW l .490 l 18.000 l 1.5070 l 1.5360 l .7210 l 1 5 l7#6AW l .490 l 18.000 l 1.5070 l 1.5360 l .7210 l

AC ELECTRIC FIELD PROFILE

  • at 3.28 feet above ground *
  • longitudinal distance: 477.00 feet
  • LATERAL MAXIMUM MINOR/MAJOR SPACE DISTANCE FIELD EL,LIPSE AXES VERTICAL HORIZONTAL POTENTIAL (feet) (meters) (kV/m) (ratio) (kV/m) (kV/m) kV)

-50.0 -15.24 .866 .030. .855 .144 .859

-45.0 -13.72 1.101 .026 1.089 .166 1.093

-40.0 -12.19 1.366 .022 1.354 .184 1.356

-35.0 -10.67 1.651 .018 1.640 .191 1.640

-30.0 -9.14 1.937 .014 1.928 .184 1.925

-25.0 -7.62 2.200 .010 2.194 .161 2.187

-20.0 -6.10 2.416 .006 2.413 .125 2.404

-15.0 -4.57 2.572 .003 2.571 .084 2.561

-10.0 -3.05 2.668 .001 2.667 .047 2.660

-5.0 -1.52 2.715 .000 2.715 .020 2.710

.0 .00 2.729 .000 2.729 .000 2.724 5.0 1.52 2.715 .000 2.715 .020 2.710 10.0 3.05 2.668 .001 2.667 .047 2.660 15.0 4.57 2.572 .003 2.571 .084 2.561 20.0 6.10 2.416 .006 2.413 .125 2.404 25.0 7.62 2.200 .010 2.194 .161 2.187 30.0 9.14 1.937 .014 1.928 .184 1.925 35.0 10.67 1.651 .018 1.640 .191 1.640 40.0 12.19 1.366 .022 1.354 .184 1.356 45.0 13.72 1.101 .026 1.089 .166 1.093 50.0 15.24 .866 .030 .855 .144 .859 100.0 30.48 .071 .145 .070 .014 .069 150.0 45.72 .110 .010 .110 .002 .110 100. 0 30.48 .071 .145 .070 .014 .069 150.0 45.72 .110 .010 .110 .002 .110

Results of AC/DCLINE program COUPLE (EPRI/HVTRC 7-93) for:

COUPLING to OBJECTS & SHIELDING by OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT134 Date: 7/ 8/2004 Time: 15:37

DATE: 7/ 8/2004 TIME: 15:37

  • INCLUDING EFFECTS OF 6 SHIELDING OBJECTS *
  • OBJECT TYPE = 2 *
  • LONG BOX (LONG VEHICLE)
  • EQUIVALENT COUPLED OBJECT AREA 3255.98 ft**2 CALCULATED CAPACITANCE TO GROUND = 2500. pF CALCULATED RESISTANCE TO GROUND = .72 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)

LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER = .00 477.00 feet AC SHORT CIRCUIT CURRENT = 2.75 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND = 2915. V 1% AC VOLTAGE TO GROUND = 1638. V 50% AC VOLTAGE TO GROUND = 242. V

Results of AC/DCLINE program EFION (EPRI/HVTRC 7-93) for:

ELECTRIC FIELD & IONS WITHOUT SHIELDING OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT106 Date: 7/ 8/2004 Time: 15:42 T106 least clearance, no road - 175+00

  • BUNDLE INFORMATION
  • l VOLTAGE CURRENT # BUNDLE COORDINATES I I IBNDLICIRCIVOLTAGEIANGLEI LOAD [ANGLEl OF I X I Y I SAG I PH I I # I # I (kV) l(DEG)l (A) j(DEG)ICONDI (feet) I (feet)l(feet)l I 1 1 l 230.01 0.1 500.1 0.1 1 l -18.01 109.01 36.01 A I l 2 l 1 l 230.01 240.1 500.1 240.1 1 l -20.51 88.01 36.01 B I 1 3 1 1 1 230.01 120.1 500.1 120.1 1 1 -18.01 67.01 36.01 C I l 6 l 2 l 230.01 0°; 500.1 0.1 1 l 18.01 109.01 36.01 A I l 7 l 3 l 230.01 240.1 500.1 0.l 1 l 20.51 88.01 36.01 B I 1 8 1 4 1 230.01 120.1 1000.1 120.1 1 1 18.01 67.01 36.01 C I l 4 1 l .01 0.1 0.1 0.1 1 l -10.5 130.01 29.01 GND I l 5 l 2 l .01 0.1 0.1 0.1 1 l 10.51 130.01 29.01 GND I
        • *** **********************************************************e** ****t***
  • MINIMUM GROUND CLEARANCE = 31.00 feet *
  • POWER SYSTEM FREQUENCY . 60. Hz *
  • SOIL RESISTIVITY = 100. ohm meter *
  • SUBCONDUCTOR INFORMATION - REGULAR BUNDLES
  • IBNDL I CONDUCTOR I DIAMETER I SPACING I DC RESIST I AC RESIST I AC REACT I I # I NAME l (inch) I (inch) I (ohm/mile)l (ohm/mile)l (ohm/mile)l 1 ILAPWING l 1.500 l 18.000 l .0580 l .0620 l .3640 l l2 ILAPWING l 1.500 l 18.000 I .0580 l .0620 l .3640 l l 3 ILAPWING l 1.500 l 18.000 l .0580 j .0620 l .3640 l l6 ILAPWING l 1.500 l 18.000 l .0580 l .0620 l .3640 l I 7 ILAPWING I 1.500 l 18.000 l .0580 l .0620 l .3640 l 8 lLAPWING l 1.500 l 18.000 l .0580 l .0620 j .3640 l l 4 l7#6AW l .490 l 18.000 l 1.5070 l 1.5360 l .7210 l l S f7#6AWl .490 l18.000 l 1.5070 l 1.5360 l .7210 l
  • AC ELECTRIC FIELD PROFILE *
  • at 3.28 feet above ground
  • longitudinal distance: 500.00 feet *
                                                • ******F*********

LATERAL MAXIMUM I MINOR/MAJOR SPACE DISTANCE FIELD ELLiPSE AXES VERTICAL HORIZONTAL POTENTIAL (feet) (meters) (kV/m) (ratio) (kW/m) (kV/m) (kV)

-50.0 -15.24 .807 .060 .786 .188 .795

-45.0 -13.72 1.122 .048 1.099 .237 1.108

-40.0 -12.19 1.514 .039 1.488 .285 1.496

-35.0 -10.67 1.972 .031 1.947 .320 1.950

-30.0 -9.14 2.462 .023 2.441 .322 2.436

-25.0 -7.62 2.921 .014 2.908 .277 2 .893

-20.0 -6.10 3.274 .007 3.269 .186 3.246

-15 .0 -4.57 3.470 .000 3.469 .083 3.448

-10. 0 -3.05 3.525 .003 3.525 .015 3.513

-5.0 -1.52 3 .507 .003 3.507 .017 3.505

.0 .00 3.490 .000 3.490 .000 3.493 5.0 1.52 3.507 .003 3.507 .017 3.505

10. 0 3.05 3.525 .003 3.525 .015 3.513 15.0 4.57 3.470 .000. 3.469 .083 3.448 20.0 6.10 3.274 .007 3.269 .186 3.246 25.0 7.62 2.921 .014 2.908 .277 2.893 30.0 9.14 2.462 .023 2.441 .322 2.436 35.0 10.67 1.972 .031 1.947 .320 1.950 40.0 12.19 1.514 .039 1.488 .285 1.496 45.0 13 .72 1.122 .048 1.099 .237 1.108 50.0 15.24 .807 .060 .786 .188 .795 100. 0 30.48 .158 .050 .158 .009 .157 150.0 45.72 .140 .008 .139 .003 .139 100.0 30.48 .158 .050 .158 .009 .157 150 .0 45.72 .140 .008 .139 .003 .139

Results of AC/DCLINE program COUPLE (EPRI/HVTRC 7-93) for:

COUPLING to OBJECTS & SHIELDING by OBJECTS Configuration file name: C:\TLW30\ACDCLINE\DATA\ACT106 Date: 7/ 8/2004 Time: 15:42

DATE: 7/ 8/2004 TIME: 15:42

  • INCLUDING EFFECTS OF 6 SHIELDING OBJECTS *
  • OBJECT TYPE = 2 *
  • LONG BOX (LONG VEHICLE)
  • EQUIVALENT COUPLED OBJECT AREA = 1864.91 ft**2 CALCULATED CAPACITANCE TO GROUND = 1000. pF CALCULATED RESISTANCE TO GROUND = 1.80 kohms (1% RESISTANCE VALUE MEASURED FOR VEHICLES WITH THE SAME CAPACITANCE, IN DIFFERENT WEATHER CONDITIONS AND ON DIFFERENT PAVEMENTS - NORTHEAST USA)

LATERAL AND LONGITUDINAL DISTANCE TO OBJECT CENTER = 10.00 500.00 feet AC SHORT CIRCUIT CURRENT = 2.10 mA THEORETICAL MAXIMUM AC VOLTAGE TO GROUND = 5582. V 1 AC VOLTAGE TO GROUND = 3137. V 50t AC VOLTAGE TO GROUND = 463. V

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 8-1 SARA Right to Know 2004 Survey Cover Letter

Jw? fmukAnUhiCnry K. . t 1 Ri~siS

^9 . 4~:i

)KPOIAYRA Februnry 28, 2005 2120-052-2889 New Jersey Department of Environimental Protcetion Offi:ce l'onllutinn 'Prevcnlion and Right to Knmw P.O. Box 405 Trenton, NJ 08625-04f05 Denr Sir nr.Mnnim:

S1hject: OYSTErRCREE.K GENiERATING STATIO) ((X'OSv )-

200 SARA TITLE IU. SECrION 312 REPORT rIn avcordaimct with tIl' reporling rI.quircnetuIs or SARA Title IIL Section 312, attached is the following information for hazardous chemicals used by AinerGen at thc OCGS.

Section 312 - Cuonmunity Rigbh-to-Know Survcy for.2004 if there are any qucso 'ading this submiuItal, pleasc contact me a (609) 9714029.

s igle-...

Environmcntll Specialist

-h-niisttiyRadwaste AtLachiiient cc: Chief William A. Nally Lacey rownship Office of Emerg cey Mnnagement p.O. Box I '4 Forked River, NJ 08731

Pebruary 28, 2005

2120-052-2889 New Jersey Department of Environmental Pr6tecrion Page 2
  • cc: Ocean County Hlealth Department

. Cnnuinuity Right-to-Know Coordinmtor P.O. r30x 2191 Tumsix River, NJ 08754 Chief. Forked River Fire Department P.O. Box 32 Forkea River, NJ 08731 tucey Police Dcpnrtnmcnt 108 West Lacey Ruz.d Forked River. NJ 0n731

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 8-2 Small Quantity Hazardous Waste Generator Annual Report Cover Letter

ArnerGen EnergyCowipany,1UC wmwmexeloncor1.corm An Exelon Cornpar, Oyster Crcek US Route g South. P.O. Box 35 '<

Forked Rivem.NJ 07)31-0388 FtL.C5 o Xb J April 12, 2005 2120-052-2896 State of New Jersey Department of Environmental Protection Division of County Environmental and Waste Enforcement Programs Bureau of Hazardous Waste Compliance and Enforcement 300 Horizon Center P.O. Box 407 Trenton, NJ 08625-0407 Attention: Ms. Aneeta Sakbeja

Dear Ms Sakheja:

Attached is completed USEPA Form 8700-13 for the year 2003, pcrtaining to the Oyster Creek Generating Station in Lacey Township, Ocean County, NJ. This form is being .

forwarded to you in response to the request made during the conference call that occurred on March 22, between yourself and Theresa Pagodin of the DEP and the following members of the station environmental staff - Lynn Newton, Douglas Weigle and Zigmund Karpa. We appreciate your time and attention to resolving the matter regarding the station status as a Small Quantity Generator (SQG) of hazardous waste.

During the conference call it was agreed that upon receipt of this IJSEPA Form 8700- 13, that the station would receive a written confirmation that the Notice of Violation, dated January 21, 2005, would be rescinded. Please send this correspondence to Mr. Douglas R Weigle of our Chemistry Department. If you have any further questions, please do not hesitate to contact Mr. Weigle at (609) 971-4029.

Thank you for your assistance.

Very truly yours, ames andich Plant Manager - Oyster Creek cc. Theresa Pagodin Kim Moyer

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 8-3 Effluent Toxicity Annual Test Cover Letter.

SENT BY: TLO OFFICE 0C AOB; 609971i4468; APR-29-05 11:01; PAGE 2 i

GPU Nucoa, I'm U.S. Route Sout 4GU NUCLEAR PosO fm BOx 388 Fld Ri. NJ 08731M0388 Te 60-971-400 6530-992-2373 Mr. Jcflhy Then

'JUN 0 5 W New Jersg Department ofEnvironmental Protection Bureau ofPoint Source Permitting Rgion I PO Box 029 401 East State Stre Floor East Wing Trenton, NJ 08625-0029

Dear Mr. Thein:

Subject:

GPU Nuclear Inc. (GPUN)

Oyster CreekNuclear Generating Station (OCNGS)

NWPDES DSW Permit No. NJO005550 Efiuent Chamateriztion Study Final Report

~. I GPU Nuclear, Inc. hbey subit the :Efluent aa iz on Study Final Report in fulfillment ofAdditional Requiremt 2 ofPt IV-BWC ofthe subject pnit. This report summarsi the data collected during the Effluent Characterization Study by'eac outfalsmpSling point for each parameter analyzed. We will be happy to med with the NJDEP, at your convenience, if you would care to discuss any aspect of the report.

If you have any questions, please contact Malcolm Browne (609) 9714124, or Jay.Vouglitois (609) 9714021 of ou Envir na Affairs Dqprnent.

Very truly your 7Lha4 Nklmael B. Roche Vice President & Director, OC MBPJMEB/cw I

60997i4468; APR-29-05 il:01; PAGE 2 GENT BY: TLD OFFICE OC AOB; Ayiwi~¶ £netkyCrpr L AmerGen.. An Exelon Company forked 9tver; NOolnv.olS

  • 2120-042-286M 020 NJ Deparanent of EZXvirO=CntU Pwtecil0
  • Divsiont Of Waxe QW4i~

Bhweau of Sumadsd Pcmmitdn~

P.O. BOXon 2 TtentoaNJ82S-0w2 Aftn: Industria 9iomonitoring Nrow=a Dea Sir or Madam:

Subject AMERGE MNEGY COMMNY, ULc oysnmRCREEKGMM?~RAMMN STATIN

,NjMPDESwPEMgrNo. NJ 0005550 BIOMONITORIN REPORT- 2004 v sbj=c permit piease find ftxloWe two copif~t of In accordance with Padt fV-B/c of tmbc Axm the follwing founs for disehrg points M MSWO DSNOA2 and DSNCO for2004:-

if you 1amw any ques6on coacminug this rpod, pleas do not beaktieto cata Mr Maolccm Brow=~ofeocSr~ylRadwutc Depurtnnt st a (609) 971-4124.

Very tWily yours.

PlarA Manage Oyswe Creek cc: Geoffrey Nrtchard NJ Dept of JEnvkommntal PMocto Centra Bwueu of Water Compliance & Enfoeme~nt P.O. Box 407 Thrnton, NJ 08625-O40

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 8-4 2003 Annual Radioactive Effluent Release Report Cover Letter

AmerGen Energy Company. LLC www.exeloncorp.com AmerGen., An Exelon Company oystercreeCm US Route g South. P.O. Box 388 Forked River. NJ 08731-0388 Technical Specification 6.9.1.e April 29, 2004 2130-04-20096 2120-042-2823 U. S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, DC 20555 Oyster Creek Generating Station Facility Operating License No. DPR-1 6 NRC Docket No. 50-219

Subject:

Annual Radiological Environmental Operating Report - 2003 Enclosed Is a copy of the Annual Radiological Environmental Operating Report for calendar year 2003, for the Oyster Creek Generating Station. This submittal Is made In accordance with Oyster Creek Generating Station Technical Specification 6.9.1.e.

If any further Information or assistance is needed, please contact David Fawcett at 609-971-4284.

Slncw  ;

C. N. Swenson Vice President, Oyster Creek Generating Station CNS/DWIDIF Enclosure cc: H.J. Miller, Administrator, USNRC Region I P. S. Tam, USNRC Senior Project Manager, Oyster Creek R. J. Summers, USNRC Senior Resident Inspector, Oyster Creek File No. 04004

-ja2

NJ DEP, Land Use Regulation Program June 15, 2005 Attachment Attachment 8-5 2004 Annual Radiological Environmental Operating Report Cover Letter

AmerGen Energy Company.,tLC ww.exeloncorp.com AmerGensm An Exelon Company Oyster Creek US Route 9 South, P.O. Box 388 Forked River. NJ 08731:0388 Technical Specification 6.9.1.e April 29, 2005 2130-05-20082 2120-052-2904 U. S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, DC 20555 Oyster Creek Generating Station Facility Operating License No. DPR-16 NRC Docket No. 50-219

Subject:

Annual Radiological Environmental Operating Report - 2004 Enclosed is a copy of the Annual Radiological Environmental Operating Report for calendar year 2004, for the Oyster Creek Generating Station. This submittal is made in accordance with Oyster Creek Generating Station Technical Specification 6.9.1.e.

If any further information or assistance is needed, please contact David Fawcett at 609-971-4284.

Sincere]i C. N. Swenson Vice President, Oyster Creek Generating Station CNS/DRW/DIF Enclosure cc: S. J. Colllins, Admninistrator, USNRC Region I P. S. Tamn, USNRC Senior Project Manager, Oyster Creek R. J. Summers, USNRC Senior Resident Inspector, Oyster Creek

, S File No. 05004

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