ML19329F494: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
 
(Created page by program invented by StriderTol)
 
Line 19: Line 19:
{{#Wiki_filter:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
{{#Wiki_filter:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
(}'          C:nsumers Pow r Compar
(}'          C:nsumers Pow r Compar
    '
            .        '.                          .
                  ''
*/                                                  R:psrt #10, Juns 30,19ss
*/                                                  R:psrt #10, Juns 30,19ss
     ,  '{ *
     ,  '{ *
       ~-)            !
       ~-)            !
                                                                                                                                      .
Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and CPSR-8'2, the following report covers the period July 1 - September 30, 1975.
Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81
          -
and CPSR-8'2, the following report covers the period July 1 - September 30, 1975.
  ,s            A.        Construction work to be performed during the period.
  ,s            A.        Construction work to be performed during the period.
JULY 1975 Facility: AUXILIARY BUILDING
JULY 1975 Facility: AUXILIARY BUILDING
Line 39: Line 33:
I
I
: 1. Continue the alignment, tack-veld, production welding, and leakchase installation for the dome liner plate sections.
: 1. Continue the alignment, tack-veld, production welding, and leakchase installation for the dome liner plate sections.
                  .
Facility:  CONTAI?DfE'TT BUILDING #1      -
Facility:  CONTAI?DfE'TT BUILDING #1      -
                  .
                  '
: 1. Ccatinue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".
: 1. Ccatinue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".
                                                                                                                                     ^
                                                                                                                                     ^
Line 51: Line 42:
: 3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'.                                                                                i k
: 3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'.                                                                                i k
8006300703
8006300703
                                                                                                                                  .


    .
    *
      .
        *
           . C,pr.umor$ Pow;rC'"cny (        -
           . C,pr.umor$ Pow;rC'"cny (        -
l( f                  2 R port #10, Juns 30, 1975 u  :  .
l( f                  2 R port #10, Juns 30, 1975 u  :  .
Line 62: Line 48:
: 1. All construction activities temporarily suspended to
: 1. All construction activities temporarily suspended to
. r. .                          meet cash flow limitations.
. r. .                          meet cash flow limitations.
  '
                   ' Facility: TURBIPE BUILDING #1
                   ' Facility: TURBIPE BUILDING #1
: 1. All Construction activities temporarily suspended to meet cash flow limitations.
: 1. All Construction activities temporarily suspended to meet cash flow limitations.
Line 78: Line 63:
: 3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-j                              ing elevated slab at elevation 614'.                          ll s-9  _
: 3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-j                              ing elevated slab at elevation 614'.                          ll s-9  _


-                                                                                                  _-
o                              ,.
o                              ,.
    ,
             . Q h:um;r,e P;wir C uny 3
        *
R; port #10, Juna bd, 1975 i
             . Q h:um;r,e P;wir C uny
                ,
                                            -
3
    *
* R; port #10, Juna bd, 1975 i
* AUGUST 1975 (Contd)
* AUGUST 1975 (Contd)
                                                  -
                    .
: 4. Continue the installation of formwork, decking, embedded c,                            metals, reinforcing steel, cicetrical conduit, grounding
: 4. Continue the installation of formwork, decking, embedded c,                            metals, reinforcing steel, cicetrical conduit, grounding
:(                              cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',
:(                              cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',
Line 100: Line 76:
: 2. Complete the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior wall to elevation 662'-11".        ,
: 2. Complete the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior wall to elevation 662'-11".        ,
: 3. Complete the concrete placement for the exterior wall to elevation 662'-11".
: 3. Complete the concrete placement for the exterior wall to elevation 662'-11".
    -
: 4. Continue the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior 9
: 4. Continue the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior 9
wall to elevation 673'-1".      i
wall to elevation 673'-1".      i Facility:  CONTAINMENT BUILDING #1
                                                                  '
Facility:  CONTAINMENT BUILDING #1
: l. Complete the installation of reinforcing steel, post        -
: l. Complete the installation of reinforcing steel, post        -
tensioning embedments and formwork for the exterior wall to elevation 632'-5".
tensioning embedments and formwork for the exterior wall to elevation 632'-5".
Line 114: Line 87:
: 1. All construction activities temporarily suspended to meet cash flow limitations.
: 1. All construction activities temporarily suspended to meet cash flow limitations.
h 4
h 4
e
e 4
                                                                              .
4
                                                                                            .


      *
  *
             , C~num;ra Power C nny          .                        A                      4
             , C~num;ra Power C nny          .                        A                      4
    ,
           . R: port #10, Juni L',1975                                V a
        -
AUGUST 1975 (Contd)            .
           . R: port #10, Juni L',1975                                V
Facility:    TURBINE BUILDING #1
                                                                  '
a AUGUST 1975 (Contd)            .
* Facility:    TURBINE BUILDING #1
(                          l. All construction activities temporarily suspended to meet cash flow limitations.
(                          l. All construction activities temporarily suspended to meet cash flow limitations.
Facility: YARD STRUCTURES & IMPROVDfENTS
Facility: YARD STRUCTURES & IMPROVDfENTS
                                                                                '
: 1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.      -
: 1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.      -
SUBCONTRACTS
SUBCONTRACTS
Line 137: Line 101:
: 3. Continue the installation of trackwork into the existing warehouse area.
: 3. Continue the installation of trackwork into the existing warehouse area.
: 4. Continue placement of backfill materials for cooling pond dike construction.                              l
: 4. Continue placement of backfill materials for cooling pond dike construction.                              l
  .
: 5. Continue the site fabrication of Auxiliary Build-ing field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.U.S. Monitor Tanks).            )
: 5. Continue the site fabrication of Auxiliary Build-ing field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.U.S. Monitor Tanks).            )
SEpTDiBER 1975
SEpTDiBER 1975 Facility: AUXILIARY BUILDING
                                                                          .
Facility: AUXILIARY BUILDING
: 1. Complete the installation of formwork, embedded metals,          l reinforcing steel, electrical conduit, grounding cable,        .
: 1. Complete the installation of formwork, embedded metals,          l reinforcing steel, electrical conduit, grounding cable,        .
l sleeves, embedded drain pipe, and embedded process pipe          I for the walls from elevation 599' to elevation 614 ' .
l sleeves, embedded drain pipe, and embedded process pipe          I for the walls from elevation 599' to elevation 614 ' .
: 2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
: 2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
: 3. Continue the installation of structural steel for the elevated slab at elevation 614'.
: 3. Continue the installation of structural steel for the elevated slab at elevation 614'.
                                                                                  .
: 4. Continue the installation of formwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the building elevated slab at elevation 614'.
: 4. Continue the installation of formwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding
              .
cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the building elevated slab at elevation 614'.
* 1    _
* 1    _
                                                                                          ,


    -
C6;umer!a P:w:r C 'Iny          -                        O                      5 R: port #10, Junn 30', 1975 t
* C6;umer!a P:w:r C 'Iny          -                        O                      5
      * *                                                              "#
* R: port #10, Junn 30', 1975 t
                                                   ~
                                                   ~
SEPTE5fBER 1975 (Contd)
SEPTE5fBER 1975 (Contd)
                  .
: 5. Complete the installation of structural backfill and under-e'                            ground electrical ductbanks for the slab-on-grade at eleva-
: 5. Complete the installation of structural backfill and under-e'                            ground electrical ductbanks for the slab-on-grade at eleva-
   -'                              tion 614'.
   -'                              tion 614'.
Line 168: Line 121:
: 3. Complete the concrete placement for the exterior wall to elevation 673'-1".
: 3. Complete the concrete placement for the exterior wall to elevation 673'-1".
Facility:    CONTAIMIENT BUILDING #1
Facility:    CONTAIMIENT BUILDING #1
                                                                                                      ,
: 1. See Subcontracts. All other construction activities                  ;
: 1. See Subcontracts. All other construction activities                  ;
temporarily suspended to meet cash flow limitations.
temporarily suspended to meet cash flow limitations.
Line 174: Line 126:
: 1. All construction activities temporarily suspended to meet cash flow limitations.
: 1. All construction activities temporarily suspended to meet cash flow limitations.
Facility: -- TURBINE BUILDING-#1m---~~
Facility: -- TURBINE BUILDING-#1m---~~
                                                            -.
                                                            '
        .
: 1. All Construction activities temporarily suspended                  .
: 1. All Construction activities temporarily suspended                  .
to meet cash flow limitations.
to meet cash flow limitations.
Line 184: Line 133:
: 1. Continue the installation of waterproof membrane                l
: 1. Continue the installation of waterproof membrane                l
               .                        for Auxiliary Building and Containment #1.                      l l
               .                        for Auxiliary Building and Containment #1.                      l l
'
: 2. Continue the placement of site backfill around
: 2. Continue the placement of site backfill around
(                                      the north portions of the Auxiliary Building I
(                                      the north portions of the Auxiliary Building I
and Containment #1 to elevation 606'.
and Containment #1 to elevation 606'.
l( .
l( .
'
: 3. Complete the installation of trackwork into the                  l existing warehouse area.
: 3. Complete the installation of trackwork into the                  l existing warehouse area.
                                                                                            .


    *
         ' - Critumir's Powzr C'~nny
         ' - Critumir's Powzr C'~nny
,
..          Rspert #10, Juna 'ad,1975 O                        6 i
..          Rspert #10, Juna 'ad,1975
                                              .
O                        6 i
* SEPTEMBER 1975              -
* SEPTEMBER 1975              -
                    .
SUBCONTRACTS (Contd)
SUBCONTRACTS (Contd)
'
: 4. Continue placement of backfill materials for cooling pond dike construction.
: 4. Continue placement of backfill materials for cooling pond dike construction.
                      .
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver
      -'
Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).
B.      Supervisors and engineers of the applicant and architect-engineer with quality-related duties who are expected to be on the site during the period July 1 -
B.      Supervisors and engineers of the applicant and architect-engineer with quality-related duties who are expected to be on the site during the period July 1 -
September 30, 1975 in addition to those identified in previous reports:
September 30, 1975 in addition to those identified in previous reports:
Line 213: Line 150:
: 2. Bechtel Power Corporation J. F. Newgen, Project Superintendent
: 2. Bechtel Power Corporation J. F. Newgen, Project Superintendent
: 3. U.S. Testing No change from last report.
: 3. U.S. Testing No change from last report.
  '
C.      Quclity assurance qualifications of supervisors and engineers with site-related duties during the period July 1 - September 30, 1975:
C.      Quclity assurance qualifications of supervisors and engineers with site-related duties during the period July 1 - September 30, 1975:
Statements of qualifications o,f individuals listed in  "B" above are attached hereto.
Statements of qualifications o,f individuals listed in  "B" above are attached hereto.
D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:
D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:
: 1. Consumers Power Company
: 1. Consumers Power Company M. E. N' Haem
                            .
M. E. N' Haem
: 2. Bechtel Power Corporation                                          l W. J. Key                                                  ~~
: 2. Bechtel Power Corporation                                          l W. J. Key                                                  ~~
R. E. Sevo E. E. Felton Further additions or deletions to the list of people with quality-related duties who are to be onsite during the period July 1 - Septe=ber 30, 1975 vill be noted on the next report.
R. E. Sevo E. E. Felton Further additions or deletions to the list of people with quality-related duties who are to be onsite during the period July 1 - Septe=ber 30, 1975 vill be noted on the next report.
t
t 4
                                                                              .
w O
4 w
O


   ; c.. .:
   ; c.. .:
                -
: c.        .
: c.        .
O r.
O r.
    .
                                        .
                  .
                                  '
                              ,
kesume of Joel F. flewgen s
kesume of Joel F. flewgen s
Bachelor of Science, Civil Engineering, Stariford University, 1961.
Bachelor of Science, Civil Engineering, Stariford University, 1961.
Line 243: Line 169:
Previous positions include: Field Superintendent at Midland Project June 1973 to February 1975; Project Field Engineer, Palisades Project, October 1971 to June 1973; Asst. Project Field Engineer, Mechanical and QC, Point Beach Project, April 1970 to October 1971.
Previous positions include: Field Superintendent at Midland Project June 1973 to February 1975; Project Field Engineer, Palisades Project, October 1971 to June 1973; Asst. Project Field Engineer, Mechanical and QC, Point Beach Project, April 1970 to October 1971.
Total of ten years-experience with Bechtel on large power plants.
Total of ten years-experience with Bechtel on large power plants.
                        .
O
O
             *#  se +
             *#  se +
e e
e e
5
5
                                                                              .


_ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
        <          .
                             *          ^ .        C;n um?.rrs Pow r Compan ''.
                             *          ^ .        C;n um?.rrs Pow r Compan ''.
kd'
kd' Report #10 June 30,19)s>
                                                .
*              ''
  ,
          -
Report #10 June 30,19)s>
                  >
                                                                                                                    .
Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and'CPPR-82, the following report covers the period July 1 - September 30, 1975.
Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and'CPPR-82, the following report covers the period July 1 - September 30, 1975.
  --
  '.
,
A.      Construction work to be performed during the period.
A.      Construction work to be performed during the period.
                                          .
JULY 1975 Facility: AUXILIARY BUILDING
JULY 1975 Facility: AUXILIARY BUILDING
: 1. Continue the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls f rom elevation 599' to elevation 614' .                    .
: 1. Continue the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls f rom elevation 599' to elevation 614' .                    .
: 2. Continue concrete placement for the valls from eleva-tion 599' to elevation 614'.
: 2. Continue concrete placement for the valls from eleva-tion 599' to elevation 614'.
: 3. Continue the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
: 3. Continue the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
                      .
: 4. Start the installation of formwork, decking 2mbedded metals, reinforcing steel, electrical conduit, ground-
: 4. Start the installation of formwork, decking 2mbedded metals, reinforcing steel, electrical conduit, ground-
             ,                      ing cable, sleeves, embedded drain pipe and embedded
             ,                      ing cable, sleeves, embedded drain pipe and embedded
Line 281: Line 191:
: 1. Continue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".
: 1. Continue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".
: 2. Continue the installation of formwork and reinforcing steel for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to eleva-tion 612'.
: 2. Continue the installation of formwork and reinforcing steel for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to eleva-tion 612'.
: 3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft
: 3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'.
!.    .
to elevation 612'.
&
                                                    .                                                          .
                                                                              .


,
C:~
    *
      **
* C:~
n sum;ri Pow;r Co^my          .                                                2
n sum;ri Pow;r Co^my          .                                                2
   .        Ripor t #10, Juna 30,'1975
   .        Ripor t #10, Juna 30,'1975 t
                                                                                          -
t
                                                                                .
Facility: TURBINE BUILDING #2
Facility: TURBINE BUILDING #2
: 1. All construction activities temporarily suspended to e'                              meet cash flow limitations.
: 1. All construction activities temporarily suspended to e'                              meet cash flow limitations.
r                                      .
r                                      .
Facility: TURBINE BUILDING #1
Facility: TURBINE BUILDING #1
                                                                                                    .
: 1. All Construction activities temporarily suspended to meet cash flow limitations.
: 1. All Construction activities temporarily suspended to meet cash flow limitations.
Facility:      YARD STRUCTURES & IMPROVE >ENTS
Facility:      YARD STRUCTURES & IMPROVE >ENTS
Line 311: Line 209:
: 3. Start the installation of trackwork into the existing warehouse area                                      lh
: 3. Start the installation of trackwork into the existing warehouse area                                      lh
: 4. Start placement of ba ckfill materials for cooling pond dike construction.      ,      _
: 4. Start placement of ba ckfill materials for cooling pond dike construction.      ,      _
                                  ,
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks,.and L.W.S. Monitor
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks,.and L.W.S. Monitor
* Tank).
* Tank).
Line 318: Line 215:
: 2. Continue concrete placement for the walls from elevation 599' to elevation 614 ' .
: 2. Continue concrete placement for the walls from elevation 599' to elevation 614 ' .
: 3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-(,                            ing elevated slab at elevation 614'.
: 3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-(,                            ing elevated slab at elevation 614'.
                                                                                            .


        '
  .
          **
              -
C.;1ysum:rd Pow;r Cc        ny  .
C.;1ysum:rd Pow;r Cc        ny  .
3
3
     .            Rcport #10, Juna 3b,' 1975              '
     .            Rcport #10, Juna 3b,' 1975              '
e AUGUST 1975 (Contd)            -
e AUGUST 1975 (Contd)            -
: 4. Continue the installation of formwork, decking, embedded
: 4. Continue the installation of formwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding s                                      cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',
      .
metals, reinforcing steel, electrical conduit, grounding s                                      cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',
and the building elevated slab at elevation 614'.
and the building elevated slab at elevation 614'.
: 5. Start concrete placement for the fuel pool slab at elevation 612' and the building elevated slab at eleva-tion 614'.
: 5. Start concrete placement for the fuel pool slab at elevation 612' and the building elevated slab at eleva-tion 614'.
  *
: 6. Continue the installation of structural backfill, under-
: 6. Continue the installation of structural backfill, under-
                                     - ground electrical ductbanks, grounding cable, and mud mat concrete for the building slab-on-grade at elevation 614'.
                                     - ground electrical ductbanks, grounding cable, and mud mat concrete for the building slab-on-grade at elevation 614'.
Line 340: Line 229:
                               , 2. Cs ,plete the installation of reinforcing steel, post-ten.ioning embedments, and formwork for the exterior
                               , 2. Cs ,plete the installation of reinforcing steel, post-ten.ioning embedments, and formwork for the exterior
                 ,                      vall to elevation 662'-11".
                 ,                      vall to elevation 662'-11".
                                                                                                        .
: 3. Complete the concrete placement for the exterior wall to elevation 662'-11".
: 3. Complete the concrete placement for the exterior wall to elevation 662'-11".
: 4. Continue the installation of reinforcing steel, post-              I s                                    tensioning embedments, and formwork for the exterior wall to elevation 673'-1".
: 4. Continue the installation of reinforcing steel, post-              I s                                    tensioning embedments, and formwork for the exterior wall to elevation 673'-1".
                                                                              .
Facility:      CONTAIN>ENT BUILDING #1,        -- - --
Facility:      CONTAIN>ENT BUILDING #1,        -- - --
: 1. Complete the installation of' reinforcing steeli pose'      ~
: 1. Complete the installation of' reinforcing steeli pose'      ~
Line 351: Line 238:
: 4. Conplete concrete placement for the exterior wall l
: 4. Conplete concrete placement for the exterior wall l
l buttress tendon service shafts and the tendon                      l gallery access sha"ft to elevation 612'.
l buttress tendon service shafts and the tendon                      l gallery access sha"ft to elevation 612'.
                                                                                                .
Facility:      TURBINE BUILDING #2
Facility:      TURBINE BUILDING #2
: 1. All construction activities temporarily suspend d to j
: 1. All construction activities temporarily suspend d to j
                          -
meet cash flow limitations.
meet cash flow limitations.
                                                                                                    .


U-1C n:um:;re$ Pcw:r Comny
U-1C n:um:;re$ Pcw:r Comny
                                                                             \q
                                                                             \q 4
      .        .
4
  *
    ,
             .. R: port #10, Jun; 3 s 1975 *                                /
             .. R: port #10, Jun; 3 s 1975 *                                /
s
s AUGUST 1975 (Contd)
                                                                                                  .
AUGUST 1975 (Contd)
                            ,
                                                        .
Facility:      TURBINE BUILDING #1
Facility:      TURBINE BUILDING #1
(                                l. All construction activities temporarily suspended to meet cash flow limitations.
(                                l. All construction activities temporarily suspended to meet cash flow limitations.
Line 381: Line 257:
f
f
: 5. Continue the site fabrication of Auxiliary Build-            1 i
: 5. Continue the site fabrication of Auxiliary Build-            1 i
ing field erected tankage (B.R.S. Receiver Tanks,            l L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).            l
ing field erected tankage (B.R.S. Receiver Tanks,            l L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).            l l
* l SEPTEMBER 1975
SEPTEMBER 1975 Facility: AUXILIARY BUILDING
                  .
Facility: AUXILIARY BUILDING
: 1. Complete the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614'.
: 1. Complete the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614'.
: 2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
: 2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
: 3. Continue the installation of structural steel for the elevated slab at elevation 614' .              '
: 3. Continue the installation of structural steel for the elevated slab at elevation 614' .              '
                                                                                      -
: 4. Continue the installation of f ormwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the l
: 4. Continue the installation of f ormwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the l
,
building elevated slab at elevation 614'.
building elevated slab at elevation 614'.
(_
(_
                                                                                  .
b
b
                                                                                              .


        .
       .      .  .            .          n Cocn.um;rs Pcw;r Co          ,ny  .                        /~'                    5
       .      .  .            .          n
  "
          ,,
Cocn.um;rs Pcw;r Co          ,ny  .                        /~'                    5
     -          R port #10, Junt 30',' 1975 s
     -          R port #10, Junt 30',' 1975 s
                                                      *
                       . SEPTEMBER 1975 (Contd)
                       . SEPTEMBER 1975 (Contd)
: 5. Complete the installation of structural backfill and under-ground electrical ductbanks for the slab-on-grade at eleva-h
: 5. Complete the installation of structural backfill and under-ground electrical ductbanks for the slab-on-grade at eleva-h tion 614'.
.'
tion 614'.
: 6. Continue the installation of mud mat concrete and start the installation of waterproof membrane and wear slab concrete for the slab-on-grade at elevation 614'.
: 6. Continue the installation of mud mat concrete and start the installation of waterproof membrane and wear slab concrete for the slab-on-grade at elevation 614'.
Facility:      CONTAItaENT BUILDING #2
Facility:      CONTAItaENT BUILDING #2
Line 423: Line 286:
Facility: _ YARD STRUCTURES & IMPROVEFENTS
Facility: _ YARD STRUCTURES & IMPROVEFENTS
: 1. See Subcontracts. All other construction activities 1
: 1. See Subcontracts. All other construction activities 1
                                                                                                            '
temporarily suspended to meet cash flow limitations.                  1 SUBCONTRACTS l
temporarily suspended to meet cash flow limitations.                  1 SUBCONTRACTS l
: 1. Continue the installation of waterproof membrane                  I for Auxiliary Building and Containment #1.                        i 1
: 1. Continue the installation of waterproof membrane                  I for Auxiliary Building and Containment #1.                        i 1
: 2. Continue the placement of site backfill around-the north portions of the Auxiliary Building and Containment #1 to elevation 606'.
: 2. Continue the placement of site backfill around-the north portions of the Auxiliary Building and Containment #1 to elevation 606'.
                                            .
                                                                                                            ,
l
l
(_,                                  3. Complete the installation of trackwork into the existing warehouse area.
(_,                                  3. Complete the installation of trackwork into the existing warehouse area.
                                                                                                  .


        *
Co'nsum;rs' Pow r Ce^tny                                                      6 S    RCport #10, Jun2 3u; 1975
        .
            '
* Co'nsum;rs' Pow r Ce^tny                                                      6
  *
    ,
S    RCport #10, Jun2 3u; 1975
                                            ,
                                                                       .]
                                                                       .]
                                                                       \--
                                                                       \--
Line 446: Line 298:
SEPTEMBER 1975              -
SEPTEMBER 1975              -
SUBCONTRACTS (Contd) r'
SUBCONTRACTS (Contd) r'
*
: 4. Continue placement of backfill materials for cooling pond dike construction.
: 4. Continue placement of backfill materials for cooling pond dike construction.
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).
: 5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).
Line 455: Line 306:
: 3. U.S. Testing C.
: 3. U.S. Testing C.
No change from last report.
No change from last report.
lh
lh Quality assurance qualifications of supervisors and engineers with site-relcted duties during the period July 1 -September 30, 1975:
  '-
Quality assurance qualifications of supervisors and engineers with site-relcted duties during the period July 1 -September 30, 1975:
Statements of qualifications of individuals listed in "B" above are attached hereto.
Statements of qualifications of individuals listed in "B" above are attached hereto.
D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:
D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:
Line 470: Line 319:
'..;~; ..-        -
'..;~; ..-        -
: o.      .
: o.      .
o
o p                                .
        ,  ,
                                                                                  .
  .
                                        *
                .
            ,
p                                .
t                          .
t                          .
Resume of
Resume of Joel F. Newgen Bachelor of Science, Civil Engineering, Stanford University, 1961.
    ,
Joel F. Newgen Bachelor of Science, Civil Engineering, Stanford University, 1961.
Master of Science, Civil Engineering, Construction Institute, Stanford University 1965.
Master of Science, Civil Engineering, Construction Institute, Stanford University 1965.
Military:  Officer in U. S. Navy, Active 1961 to 1964, currently LCDR USN Reserve.
Military:  Officer in U. S. Navy, Active 1961 to 1964, currently LCDR USN Reserve.
Line 490: Line 330:
l l
l l
I 4
I 4
>
L O
L O
                                                                               ,}}
                                                                               ,}}

Latest revision as of 20:14, 31 January 2020

Nonconformance Rept 10 Per Condition 2 of CPPR-81 & CPPR-82 Re Const Work Performed During Jul-Sept 1975.Resumes of Bechtel Corp & Util Engineers Encl
ML19329F494
Person / Time
Site: Midland
Issue date: 09/30/1975
From:
CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19329F491 List:
References
NUDOCS 8006300703
Download: ML19329F494 (14)


Text

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

(}' C:nsumers Pow r Compar

  • / R:psrt #10, Juns 30,19ss

, '{ *

~-)  !

Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and CPSR-8'2, the following report covers the period July 1 - September 30, 1975.

,s A. Construction work to be performed during the period.

JULY 1975 Facility: AUXILIARY BUILDING

1. Continue the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614' .
2. Continue concrete placement for the walls from eleva-tion 599' to elevation 614'.
3. Continue the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
4. Start the installation of for= work, decking embedded metals, reinforcing steel, electrical conduit, ground-ing cable, sleeves, embedded drain pipe and embedded process pipe for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
5. Start the installation of structural backfill, under-ground electrical duct banks, grounding cable, and. mud mat concrete for the building slab-on-grade at eleva-tion 614 ' .- l l

Facility: CONTAIIDENT BUILDING #2 '

I

1. Continue the alignment, tack-veld, production welding, and leakchase installation for the dome liner plate sections.

Facility: CONTAI?DfE'TT BUILDING #1 -

1. Ccatinue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".

^

, 2. Continue the installation of formwork and reinforcing

(

~'

steel for the exterior wall buttress tendon service shaf ts and the tendon gallery access shaf t to eleva-tion 612'.

3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'. i k

8006300703

. C,pr.umor$ Pow;rC'"cny ( -

l( f 2 R port #10, Juns 30, 1975 u  : .

Facility: TURBINE BUILDING #2

1. All construction activities temporarily suspended to

. r. . meet cash flow limitations.

' Facility: TURBIPE BUILDING #1

1. All Construction activities temporarily suspended to meet cash flow limitations.

Facility: YARD STRUCTURES & IMPROVEMENTS

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.

SUBCONTRACTS

1. Continue the installation of waterproof membrane for Auxiliary Building, Containment #1, and Containment #2.
2. Continue the place =ent of site backfill around the north portions of the Auxiliary Building, Containment #1 and Containment #2 to elevation 610' maximum.
3. Start the installation of trackwork into the existing warehouse arha.
4. Start placement of ba ckfill materials for cooling pond dike construction.
5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tank).

AUGUST 1975 Facility: AUXILIARY BUILDING

1. Continue the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614'.
2. Continue concrete placement for the walls from elevation 599' to elevation 614'.
3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-j ing elevated slab at elevation 614'. ll s-9 _

o ,.

. Q h:um;r,e P;wir C uny 3

R; port #10, Juna bd, 1975 i

  • AUGUST 1975 (Contd)
4. Continue the installation of formwork, decking, embedded c, metals, reinforcing steel, cicetrical conduit, grounding
( cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',

and the building elevated slab at elevation 614'.

5. Start concrete placement for the fuel pool slab at elevation 612' and the building elevated slab at eleva-tion 614'.
6. Continue the installation of structural backfill, under-ground electrical ductbahks, grounding cable, and mud mat concrete for the building slab-on-grade at elevation 614'.

Facility: CONTAINMENT BUILDING #2

1. Con'tinue the alignment, tack-veld, production welding, and leakchase installation for the doms liner plate sections.
2. Complete the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior wall to elevation 662'-11". ,
3. Complete the concrete placement for the exterior wall to elevation 662'-11".
4. Continue the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior 9

wall to elevation 673'-1". i Facility: CONTAINMENT BUILDING #1

l. Complete the installation of reinforcing steel, post -

tensioning embedments and formwork for the exterior wall to elevation 632'-5".

2. Complete the concrete placement for the exterior wall to elevation 632'-5".
3. Complete the installation of formwork and reinforcing steel for the exterior vall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'.
4. Complete concrete placement for the exterior wall buttress tendon service shafts and the tendon '

gallery access shaft to elevation 612'.

Facility: TURBINE LLILDING #2

1. All construction activities temporarily suspended to meet cash flow limitations.

h 4

e 4

, C~num;ra Power C nny . A 4

. R: port #10, Juni L',1975 V a

AUGUST 1975 (Contd) .

Facility: TURBINE BUILDING #1

( l. All construction activities temporarily suspended to meet cash flow limitations.

Facility: YARD STRUCTURES & IMPROVDfENTS

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations. -

SUBCONTRACTS

1. Continue the installation of waterproof membrane for Auxiliary Building and Containment #1.
2. Continue the placement of site backfill around the north portions of the Auxiliary Building, Containment #1, and Containment #2 to elevation 610' maximum.
3. Continue the installation of trackwork into the existing warehouse area.
4. Continue placement of backfill materials for cooling pond dike construction. l
5. Continue the site fabrication of Auxiliary Build-ing field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.U.S. Monitor Tanks). )

SEpTDiBER 1975 Facility: AUXILIARY BUILDING

1. Complete the installation of formwork, embedded metals, l reinforcing steel, electrical conduit, grounding cable, .

l sleeves, embedded drain pipe, and embedded process pipe I for the walls from elevation 599' to elevation 614 ' .

2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
3. Continue the installation of structural steel for the elevated slab at elevation 614'.
4. Continue the installation of formwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the building elevated slab at elevation 614'.
  • 1 _

C6;umer!a P:w:r C 'Iny - O 5 R: port #10, Junn 30', 1975 t

~

SEPTE5fBER 1975 (Contd)

5. Complete the installation of structural backfill and under-e' ground electrical ductbanks for the slab-on-grade at eleva-

-' tion 614'.

6. Continue the installation of mud mat concrete and start the installation of waterproof membrane and wear slab concrete for the slab-on-grade at elevation 614'.

Facility: CONTAIIDIENT EUILDING #2

1. Continue the alignment, tack-weld, production welding, and Icakchase installation for the dome liner plate sections.
2. Complete the installation of reinforcing steel, post-tensioning embedments, and formwork for the exterior wall to elevation 673'-1".
3. Complete the concrete placement for the exterior wall to elevation 673'-1".

Facility: CONTAIMIENT BUILDING #1

1. See Subcontracts. All other construction activities  ;

temporarily suspended to meet cash flow limitations.

' Facility
TURBINE BUILDING #2 O 1
1. All construction activities temporarily suspended to meet cash flow limitations.

Facility: -- TURBINE BUILDING-#1m---~~

1. All Construction activities temporarily suspended .

to meet cash flow limitations.

Facility: YARD STRUCTURES & IMPROVEMENTS

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.

SUBCONTRACTS ,

1. Continue the installation of waterproof membrane l

. for Auxiliary Building and Containment #1. l l

2. Continue the placement of site backfill around

( the north portions of the Auxiliary Building I

and Containment #1 to elevation 606'.

l( .

3. Complete the installation of trackwork into the l existing warehouse area.

' - Critumir's Powzr C'~nny

.. Rspert #10, Juna 'ad,1975 O 6 i

  • SEPTEMBER 1975 -

SUBCONTRACTS (Contd)

4. Continue placement of backfill materials for cooling pond dike construction.
5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).

B. Supervisors and engineers of the applicant and architect-engineer with quality-related duties who are expected to be on the site during the period July 1 -

September 30, 1975 in addition to those identified in previous reports:

1. Consumers Power Company No additions to last report.
2. Bechtel Power Corporation J. F. Newgen, Project Superintendent
3. U.S. Testing No change from last report.

C. Quclity assurance qualifications of supervisors and engineers with site-related duties during the period July 1 - September 30, 1975:

Statements of qualifications o,f individuals listed in "B" above are attached hereto.

D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:

1. Consumers Power Company M. E. N' Haem
2. Bechtel Power Corporation l W. J. Key ~~

R. E. Sevo E. E. Felton Further additions or deletions to the list of people with quality-related duties who are to be onsite during the period July 1 - Septe=ber 30, 1975 vill be noted on the next report.

t 4

w O

c.. .
c. .

O r.

kesume of Joel F. flewgen s

Bachelor of Science, Civil Engineering, Stariford University, 1961.

Master of Science, Civil Engineering, Construction Institute, Stanford University 1965.

Military: Officer in U. S. flavy, Active 1961 to 1964, currently UCDR US?! Reserve.

Assigned as Project Superintendent, February 1975 to date.

Previous positions include: Field Superintendent at Midland Project June 1973 to February 1975; Project Field Engineer, Palisades Project, October 1971 to June 1973; Asst. Project Field Engineer, Mechanical and QC, Point Beach Project, April 1970 to October 1971.

Total of ten years-experience with Bechtel on large power plants.

O

    1. se +

e e

5

  • ^ . C;n um?.rrs Pow r Compan .

kd' Report #10 June 30,19)s>

Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and'CPPR-82, the following report covers the period July 1 - September 30, 1975.

A. Construction work to be performed during the period.

JULY 1975 Facility: AUXILIARY BUILDING

1. Continue the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls f rom elevation 599' to elevation 614' . .
2. Continue concrete placement for the valls from eleva-tion 599' to elevation 614'.
3. Continue the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
4. Start the installation of formwork, decking 2mbedded metals, reinforcing steel, electrical conduit, ground-

, ing cable, sleeves, embedded drain pipe and embedded

  • process pipe for the fuel pool slabs at elevation 612' and 618' and the building elevated slab at elevation 614'.
5. Start the installation of structural backfill, under-ground electrical duct banks, grounding cable, and mud mat concrete for the building slab-on-grade at eleva-tion 614 ' . .

Facility: CONTAIIDENT BUILDING #2

1. Continue the alignment, tack-weld, production welding, and leakchase installation for the dome liner plate sections.

Facility: CONTAIt0ENT BUILDINC #1

1. Continue the installation of reinforcing steel and post-tensioning embedments for the exterior wall to elevation 632'-5".
2. Continue the installation of formwork and reinforcing steel for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to eleva-tion 612'.
3. Continue concrete placement for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation 612'.

C:~

n sum;ri Pow;r Co^my . 2

. Ripor t #10, Juna 30,'1975 t

Facility: TURBINE BUILDING #2

1. All construction activities temporarily suspended to e' meet cash flow limitations.

r .

Facility: TURBINE BUILDING #1

1. All Construction activities temporarily suspended to meet cash flow limitations.

Facility: YARD STRUCTURES & IMPROVE >ENTS

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.

SUBCONTRACTS

1. Continue the installation of waterproof me=brane for Auxiliary Building, Containment #1, and Containment #2.
2. Continue the placement of site backfill around the north portions of the Auxiliary Building, Containment #1 and Containment #2 to elevation 610' maximum.

s

3. Start the installation of trackwork into the existing warehouse area lh
4. Start placement of ba ckfill materials for cooling pond dike construction. , _
5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks,.and L.W.S. Monitor
  • Tank).

AUGUST 1975 Facility: AUXILIARY BUILDING

1. Continue the installation of for= work, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614'. .
2. Continue concrete placement for the walls from elevation 599' to elevation 614 ' .
3. Complete the installation of structural steel for the fuel pool slabs at elevation 612' and 618' and the build-(, ing elevated slab at elevation 614'.

C.;1ysum:rd Pow;r Cc ny .

3

. Rcport #10, Juna 3b,' 1975 '

e AUGUST 1975 (Contd) -

4. Continue the installation of formwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding s cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slabs at elevation 612' and 618',

and the building elevated slab at elevation 614'.

5. Start concrete placement for the fuel pool slab at elevation 612' and the building elevated slab at eleva-tion 614'.
6. Continue the installation of structural backfill, under-

- ground electrical ductbanks, grounding cable, and mud mat concrete for the building slab-on-grade at elevation 614'.

Facility: CONTAIN'4ENT BUILDING #2

1. Continue the alignment, tack-weld, production velding, and leakchase installation for the dome liner plate sections.

, 2. Cs ,plete the installation of reinforcing steel, post-ten.ioning embedments, and formwork for the exterior

, vall to elevation 662'-11".

3. Complete the concrete placement for the exterior wall to elevation 662'-11".
4. Continue the installation of reinforcing steel, post- I s tensioning embedments, and formwork for the exterior wall to elevation 673'-1".

Facility: CONTAIN>ENT BUILDING #1, -- - --

1. Complete the installation of' reinforcing steeli pose' ~

tensioning embedments and fortwork for the exterior wall to elevation 632'-5".

2. Complete the concrete placement for the exterior wall to elevation 632'-5".
3. Co=plete the installation of formwork and reinforcing steel for the exterior wall buttress tendon service shafts and the tendon gallery access shaft to elevation l 612'. l l
4. Conplete concrete placement for the exterior wall l

l buttress tendon service shafts and the tendon l gallery access sha"ft to elevation 612'.

Facility: TURBINE BUILDING #2

1. All construction activities temporarily suspend d to j

meet cash flow limitations.

U-1C n:um:;re$ Pcw:r Comny

\q 4

.. R: port #10, Jun; 3 s 1975 * /

s AUGUST 1975 (Contd)

Facility: TURBINE BUILDING #1

( l. All construction activities temporarily suspended to meet cash flow limitations.

Facility: YARD STRUCTURES & IMPROVEMENTS

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.

SUBC01TTRACTS

1. Continue the installation of waterproof membrane for Auxiliary Building and Containment #1.

. 2. Continue the placement of site backfill around the north portions of the Auxiliary Building, l Containment #1, and Containment #2 to elevation i 610' maximum.

3. Continue the installation of trackwork into the existing warehouse area.
4. Continue placement of backfill materials for cooling pond dike construction.

f

5. Continue the site fabrication of Auxiliary Build- 1 i

ing field erected tankage (B.R.S. Receiver Tanks, l L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks). l l

SEPTEMBER 1975 Facility: AUXILIARY BUILDING

1. Complete the installation of formwork, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the walls from elevation 599' to elevation 614'.
2. Complete concrete placement for the walls from elevation 599' to elevation 614'.
3. Continue the installation of structural steel for the elevated slab at elevation 614' . '
4. Continue the installation of f ormwork, decking, embedded metals, reinforcing steel, electrical conduit, grounding cable, sleeves, embedded drain pipe, and embedded process pipe for the fuel pool slab at elevation 618' and the l

building elevated slab at elevation 614'.

(_

b

. . . . n Cocn.um;rs Pcw;r Co ,ny . /~' 5

- R port #10, Junt 30',' 1975 s

. SEPTEMBER 1975 (Contd)

5. Complete the installation of structural backfill and under-ground electrical ductbanks for the slab-on-grade at eleva-h tion 614'.
6. Continue the installation of mud mat concrete and start the installation of waterproof membrane and wear slab concrete for the slab-on-grade at elevation 614'.

Facility: CONTAItaENT BUILDING #2

1. Continue the alignment, tack-weld, production welding, and leakchase installation for the dome liner plate sections.
2. Complete the installation of reinforcing steel, post-tensioning cabedments, and formwork for the exterior wall to elevation 573'al".
3. Complete the concrete placement for the exterior wall to elevation 673'-1".

l Facility: CONTAIIBENT BUILDING #1

1. See Subcontracts. All other construction activities temporarily suspended to meet cash flow limitations.

g s.

Facility: TURBINE EUILDINC #2 ~

l

1. All construction activities temporarily suspended to meet cash flow limitations.

Facility: TUP 3INE RUILDING #1

5. All Construction activities temporarily suspended to meet cash flow limitations.

Facility: _ YARD STRUCTURES & IMPROVEFENTS

1. See Subcontracts. All other construction activities 1

temporarily suspended to meet cash flow limitations. 1 SUBCONTRACTS l

1. Continue the installation of waterproof membrane I for Auxiliary Building and Containment #1. i 1
2. Continue the placement of site backfill around-the north portions of the Auxiliary Building and Containment #1 to elevation 606'.

l

(_, 3. Complete the installation of trackwork into the existing warehouse area.

Co'nsum;rs' Pow r Ce^tny 6 S RCport #10, Jun2 3u; 1975

.]

\--

s -

SEPTEMBER 1975 -

SUBCONTRACTS (Contd) r'

4. Continue placement of backfill materials for cooling pond dike construction.
5. Continue the site fabrication of Auxiliary Building field erected tankage (B.R.S. Receiver Tanks, L.W.S. Receiver Tanks, and L.W.S. Monitor Tanks).

B. Supervisors and engineers of the applicant and architect-engineer with quality- ,

related duties who are expected to be on the site during the period July 1 September 30, 1975 in addition to those identified in previous reports:

1. C,nsumers Power Company No additions to last report.
2. Bechtel Power Corporation J. F. Newgen, Project Superintendent
3. U.S. Testing C.

No change from last report.

lh Quality assurance qualifications of supervisors and engineers with site-relcted duties during the period July 1 -September 30, 1975:

Statements of qualifications of individuals listed in "B" above are attached hereto.

D. Changes The following individuals with quality related duties listed in previous reports are no longer associated with this site:

1. Censumers Power Company

~

M. E. D' Haem

2. Bechtel Power Corporation W. J. Key R. E. Sevo E. E. Felton Further additions or deletions to the list of people with quality-related duties who are to be onsite during the period July 1 - September 30, 1975 will be no on the next report.
)

(_.

2

'..;~; ..- -

o. .

o p .

t .

Resume of Joel F. Newgen Bachelor of Science, Civil Engineering, Stanford University, 1961.

Master of Science, Civil Engineering, Construction Institute, Stanford University 1965.

Military: Officer in U. S. Navy, Active 1961 to 1964, currently LCDR USN Reserve.

Assigned as Project Superintendent, February 1975 to date.

Previous positions include: Field Superintendent at Midland Project June 1973 to February 1975; Project Field Engineer, Palisades Project, October 1971 to June 1973; Asst. Project Field Engineer, Mechanical and QC, Point Beach Project, April 1970 to October 1971.

Total of ten years experience with Bechtel on large power plants.

1 I

l l

I 4

L O

,