ML20148K874

From kanterella
Jump to navigation Jump to search
Forwards Copy of Amend to Appl for Dept of Army Permit(Corps of Engineers Permit) for Info.Barge Slip Will Be Reduced in Width from 100 to 60 Feet
ML20148K874
Person / Time
Site: Green County 
Issue date: 10/31/1978
From: Early P
POWER AUTHORITY OF THE STATE OF NEW YORK (NEW YORK
To: Regan W
Office of Nuclear Reactor Regulation
References
GPO-763, NUDOCS 7811200023
Download: ML20148K874 (9)
v • d • e


Text

.

POWER AUTHORITY OF THE STATE OF NEW YORK 10 COLUMBUS CIRCLE NEW YORK, N. Y.10o19 (21 397-6200 O PUBLIC DOCUMENT ROOM 2RuSTEE.

' "

  • PE A""'NA E.

FREDERICK R. CLARK AND CHitr ENGINEER CHA3""""

LEWIS R. B NNE GEORGE L, lHG ALLS M A N AGE R4E NE R AL vlC E CHAIRMAN COUNSEL

,f,R O HICH A R D M. FLYNN gT GENE AL nOnEnr i. mLLoHz' October 31, 1978 WILLIAM F. LUDDY n Cron er THOMAS F M CRANN.JR I

Mr. William H. Regan, Jr.,

Chief

/

Environmental Projects Branch 3 Division of Site Safety and y

Environmental Analysis h

,f S

Q

)

U.S.

Nuclear Regulatory Commission g,

v5' Wa shing ton,

D.C.

20555

~

Subject:

Greene County Nuclear Powe an Docket No. 50-549 4

Corps of Engineers Permit 80:

Dear Mr. Regan:

i.

Attached is a copy of the Authorit,y's amendment to the Application for a Department of the Army Permit (Corps of Engineers Permit) for your information.

l The GCNPP barge slip as described in the Environmental Report was designed to accommodate two barges.

We have de-termined that provisions for a single barge will be adequate for construction of the GCNPP.

Therefore, the barge slip will be reduced in width from 100 feet to 60 feet.

This will reduce dredging for the approach channel from 23,00 cubic yards to 15,700 yards and will reduce rock excavation from 10,000 cubic yards to 8,000 cubic yards.

This modification will further reduce any impact of dredging i

.and excavation on the environment, since the volumes of dredged and excavated materials will decrease as noted above and the I

area disturbed by dredging will decrease by approximately 40%.

Very truly yours,

/

/i

< / c (n I. (

,t Pa u l/ J. Early 7 8112 0 0tO,_,3 Asststant Ch ef Engineer -

Prdjects I

Onc.

.Pg. 1 o f.' pg s.

g 4

@.f >

' %'T 4, g p c :g n

v

.d i',

ATTACilMENT TO API'I.1 CATION FOR A

/

h p,,l,

' f, k{ '

4

- DEPARTilEllT OF '111C ARMY PERMIT' 1 Q>

(Rev. 2 - N y 1978)-

t,plj:.

ol).hM d 'h J

i

. information for item 6

'e

- y;

'f+

.., N.S. j e-d' Tg.

i.if I'/, j,

Barco Slip gg 4

.ph.

'M pp.g '

The barge slip will be constructed as described in Figures ~5 and 6 s.

v. 46 attached..The barge slip will bo used during plant construction for un-il M

loading'themajorplantequipmentsuchastheNuclearSteamSupplySystem.tk[4 s

.: P

'An estimated 15,700 cu. yds. of material will be removed by dredging.

Th&

D ' M[!b, Approximately 8,000 cu. yds. of rock along the shore will be excavate i

't

' ][h{j,,f

. ;; W V( '

4,,'

~i j, [

'[ [lakeup Water Pumphouse

,ij,

q$$,f p

.gt;rr 1l g g ',,

The makeup water pumphouse encloses associated equipment necessary j.g,i 4.y g; y to supply the plant with makeup water required during pre-operation and

,: 4 o l

?

c ' Eij ",

operation. An estimated 1,000 cu. yds. of material will be remqved by Y,. 4) '.

.I I

dredging from in front of the intake structure.

An additional 1,560'u.

c (s yds. of material will be removed by clamshell f rtnn within the cof f erdam.

M. "',

i i

h';/ s G*

3,. \\;',

,.\\'

[,

[ $ ':

Blowdown Discharne Structure

$, hk 1

2

,y

.c h,b'j-t The blowdown discharge structure, used to dincharge blowdown from h.

the cooling tower basin, is a 30 inch ID, 1,288 foot long buried pipo-

$/,q[ty.

j line extending 137 feet into the Hudson River.

'ihn diffuser orienta-

'et*

J tion is descrJbed by Figure 2.

Approximately 2,000 cu. yds, of maLerial

,,Z

/

j gT1(f[)4

[,

will be removed by dredgint; to lay the pipe. Armor stone will bc

%,4, j

l placed over the surface of the trench containing the discharge pipeline.

/,

' fh{

4+9l!

.C Sediment Detention Basin Outfall Mr.

,y.,,

3;

.Quf ly i o

t h ;e An 18 inch 1D, 240 fodt long conduit will discharge clarified

,l

,,,3(

,,i area runoff from the sediment detention basin to the Hudson River.

3 lj

,c The pipe discharge location is given on Figure 7.

The pipe outlet p.;.- )

'.&' s &,e, area will be protected by riprap.

i s,b. y. /

i m

@,,q' -

.e f d Tj.

Dredne Material Type and Disposal g,1.. -

N..

y

,, d.

4

'1he dredged material consists of silt sediments, with some rock

$ q}u >

and sand. Alt dredging above bedrock will be done by a suction type fg f [g, s A)Tr 3

hydraulle dredge to remove soft sediment, and a clamshell or other

[

' suitable dredging equipment will be used as necessary to remove rocks

]T.

y from the excavation areas.

All dredged material will be disposed of

,4,.

' onshore.

A dike will be constructed to ensure that neither material y*,

'W] s.

nor effluent will be discharged from the disposal urea to navit;able yh vgb -

waters, or the wetland areas shown on Figure H.

Effluent discharges g

' Q'Q','

(Ap.Q -

will be conducted to the sediment detention basin for further clari-fication prior to discharge.

.) !

?

A ep,

';6 yJ o

$g.$

, $w

'y,f,

~

lcl4

,ysy sgyt*.g a** N ' ~tq--- ~

t *' 4-*"-=* ** * " **** s r--*~*'*~w,ey-.srwe---++-r-~~-+

n "v'a=

-~~w m merense

+

. - = = = -

l'g. i of pu.

Al rACill:til;flf TO A)'PI,1CATinti Folt A

!)l; PAR lllEllr OF 'IIH: Al'.ilY PCl31t r (Rev. 2 - iliy 1978)

Construction Raw Water Pumnhouse A temporary raw water pumphouse wii1 be placed appro>:imat.:ly 110 feet WSW of the permanent makeup water pumphou:,e.

The Ler.psrnry pumphouse and Its independent intake line will he utsed to 3.npply raw water for construction purposes during the perirul prior to the con-struction of the permanent makeup water system.

Tiin location (1 tho construction rau valer pumphouse is given on figure M.

A pp r<>::i ma t e l y 600 cubic yards of material will be removed by dredging and ex.cavatinn durin;; the construction of this f acility.

4 l

l

s Lu.sA.,w l

enones

/

s tour,o, g

/

'"'** 7,

oven SAM 9E SLIP I

' f n,,,/,

i

,+

o#

I

..\\ i

' ?

,,: (,

/?

s s

~

o.,

o lo l,1 y

m

/

l atep4 MANEUP E

cem a k

PUMP

.* w tus ou C

[

CONSTRUCTION RAW e

_s rs*,00 5 WATER P'JMPHOUSg j

d ny

'O g"Or,( N lwlNTAKE V~~

Q e

8

'I l SCREEN

.a S

LEGEND

- ME An -

ROAD

- u.o.f. g l

-g 3=

- u..r..o n.

q i

yg,y o

,~0 yoo 1

L e

s g

+-+-+- AAILeoAD TR ACK4 4

-EET I

l SEDIMENT w

DETENTION D ASIN l

h i

E VICINITY MAP lb TRACTD FROM:

l4 0

U S DEPT 0F THE INTEROR GEOLOGICAL SURVEY MAP E

LEGEN0 CofEMf0N QUADRANGLE, N.Y.

D (T.S BANUTE SERIES) lF lh CZ'3 AREA 8 OF OFFSHORE DRE00 LNG 5

ami ARE AS Or ONnNORE ExCAv4 TION i

AREA OF OFFSetORE EXCAVATION 3

g AND SACKFILLING o

E 1

le c

!k l{d WTE:

j. l 9

aoo soo COORDIN AT ES S A SED ON sc4Lt -rtt i ji, lj 6

s NEW YORK STATE PLANE

?

Y COORDINATE SYSTEM.

/,,

SCALE -stles OlSCHARGE i

STRUCTURE l

empoup PaortRii ovata:

Powf R AUTN0f4 fT OF TME STATE OF 14W YORM THE COLEUm 70ern ape #f"U.'"es.

s QI 1.OCATION W AP x mas._. m %,,j.

PURPOSE' ELECTRIC GENER ATING PLANT JIi IN: HUDSON RIVER t

l SHORELINE FACILITIES rg AT: GREENE COUNTY NUCLEAR POWER PLANT-CEMENTON l

l OATUM UsoS-1963 (ME AN SEA LEVEL)

(

COUNTY OF: GREENE STATE OF: NEWWRK l

AcJAC(NT PROPERTY OWNERS:

ALPHA PORTLAND CEMENT COMPANY (SOUTH)

APPLICATION DY: POWER AUTHORITY OF THE STATE OF NEW M LEHiGH PORTLAM) CEMENT (DMPnNY f

DATE: FEBRUARY,1976 -REV. 3, MAY 1978 l

(NORTH)

SHEET I OF 9 i

l

y

I-

)

q' i

I

._ m M LW = - 1. 5, BLOWDOWN

cr;r f

g g#

dEEME 5-A a

=-

i LINE t

  • 6 t

5.E f i :

yy

.c t

CONCRETE l

gggggg

,,~. pg

- i' 7

u

.==

...c =d:.Er0;

.=E= r

?

c:=n E=.

1EEiE~2 CECTION 8-B

==

m-9,

)

C HUDSON RIVER O

5 10 l

C S C ALE - FE ET C

3 NOTES:

l. COOR DI N AT E S BASED ON NEW YORK STATE PLANE g'

COOR DIN ATE SYSTEM.

  1. lOOg *
2. APPROXIMATELY ' 2000 cu. yds, OF SILT SEDIMENTS 1

INCLUDING SOME ROCK AND SAND WILL BE DREDGED.

30 MATERIAL TO BE DISPOSED OF 8

ONSHORE.

i h

i 1

/

3. A R M OR STONE WILL BE PLACED OVER THE SURFACE 4 'Q %

lf OF THE TRENCH CONTAINING THE DISCHARGE g

%d

'N-PIPE LIN E.

~[

N 20'

$-'%~

Sh Io i

34*

i RIVER i

-4 c

po e d l' I

I.

BOTTOM _

O 10 20 Ql aff/ /

m

//// nz/7~

2 rFILL /

SC ALE - FEET 7* 5' COORDINATE : N781943 1

E615712 BLOWDOWN PLAN LINE l

O 5

10 d 4'

+

SCALE-FEET SECTION C-C

':I:

fDIFFUSER PORT pDIFFUSER PORT VENT g f

g VENT u - u _ _ _ _ _ _ _ _ _ _ q ( g _ _ _ _ _ _ -. _ u_.: ;

j

______________q_s,~q______________.-

SECTION A-A O

5 10 ll i

i i

SC ALE-FEET PURPOSE : DIFFUSER PIPE FOR B LOW DOW N PROPOSED DISCHARGE STRUCTURE

,l DATUMi USGS -1963 ( MEAN SEA LEVEL)

AT:GREENE COUNTY NUCLEAR POWER PLANT COUNTY OF: GREEN E STATE OF:NEW YORK APPLICATION BY: POWER AUTHORTY OF THE STATE OF NEW YORK D AT E: FEBRUARY,1976 - REV. 2 M ARCH,1978 S H EE T 2 OF 9

  • "W-7 4

"e" w

sw w-w.-

,...ygy

n!

.. ~ _.. ~.. ~.

+

e EXISTING DREDOING SHOR E L!N g LIMIT o

8 N

'r 40' i

4 l

BUILDING J L.)

HUDSON RIVER LIMITS N

- g o

p-~

Q

\\d i

MAKEUP WATER C

e

'i PUM PHOUSE U

-)

l BE ARING S T2' -00' E I

l 60' 84'1 L _.._ y i

I A

A 2.

OUTuNE Or o

4 J

CorrERDAM 40'

)

1' O

2,0 4,0 SCALE FEET l

ROOF EL 30'-0*

@4

?-MHW EL 2...

PLAN MLW EL.I'. 4

- ROOF EL 30' 8

WA R EXtstlNo I

E MHW El 2'.*9*

TTOM MLW EL-l' 4*

y EXI$ TING RIVER 80f TOM (DEPTH VARfES)

EL,.l3

/-

i F M DREDGED CHANNEL yyg,,

DREDGED CHANNEL EL 15 H 60'- l EL -IS' y-25' :l:

g Sit 0

2,0 4,0 HORilON T AL TO SHORE 0

10 2,0 Sc ALE-FEE T SCALE - FE E T 0 y 2,0 VERTICAL SECTION A-A SECTION 8-B SCALE-rEE T I

NOTE S:

[ APPROXIMATEL( 1000 cu yds. OF SILT SEDIMENTS INCLUDING SOME ROCK AND SOME S AND WIL L BE DREDGE BY CL AMSHELL AND/OR HYDRAULIC DREDGE FROM INFRONT OF THE C0FrERDAM. lN ADDITION 1560 cu yds.

OF MATERI AL WILL BE REMOVED FROM WITHIN THE C0FFERDAM BY f

OL AMSHELL, M ATFRI AL TO BE DISPOSED OF ONSHORE.

2 COORDIN ATES B ASED ON NEW YORK STATE PL ANE COOR DIN AT E SYSTEM MAKEUP WATER PUMPHOUSE DREDGE PLAN IN : HUDSON RIVER AT: GREENE COUNTY NUCLEAR POWER PLANT - CEMENTON PURP09E ilN T AK E STRUCTURE CHANNEL COUNTY OF?GREENE STATE OF: NEW YORK OATUMUS03 194 5 (ME AN SEA LEVEL )

APPLICATION BY POWER AUTHORITY OF THE STATE OF NEW WK DATE: FE BRUARY,1976 - REV. 2, M AY 1978 SHEET: 3 0F 9

o w

M AKEUP WATER DREDGE LIMIT PUMPHOUSE

/

i l'

HUCSON RIVER I

CONSTRUCTION RAW

^

WATER PUMPHOUSE 390 CONSTRUCTION RAW

', tB WATER INTAKE LINE M

' LIMIT OF EXC AVATION o

-s 4

sS 3., e DREDGE N

LIMIT

$ IN T A K E o SCREEN SHORELINE a

O 50 10 0 f

PLAN SCALE FEET SHORELINE 65 53' 36' e

10

=

~~

POSSIBLE OREDGING FROM _

E L T'- 6" SHORE BY CL AMSHELL y(w g(.g',p p

2

( EL - 6'-0"

%4---

FLOW f ( EL -7' 3 INTAKE

~

SCREEN L

eve,

4W I

7 EL -30'.0" PUMPS (2) 8" i D.

SECTION A-A 0

25 50 t

t SCALE-FEET NOTES:

L APPROXtMATELY 600cu'.ytte OF SILT SEDIMENTS INCLUDING SOME ROCK AND BAND WILL BE CREDGED OR EXCAVATED BY CLAMSHELL.

2.C00RDIN ATE S BASED ON NEW YORK STATE PLANE COORDINATE SYSTEM.

PURPOSE I CONSTRUCTION RAW WATER INTAKE LINE DREDGE PLAN IN t HUDSON RIVER DATUM i USGS - 1983 (MEAN SE A LEVEL)

AT : GREENE COUNTY NUCLE AR POWER PLANT - CFMENTON COUNTY OF: GREENE ST ATE OF: NEW YO' APPLICATION BY : POWER AUTHORITY OF THE STATE QP MEW Yr-DATE ' APRIL,19TS

(

SHEET : 3A OF 9 i

L

  • Q W W'A M

~ -..., _

e J

r SHORE LINE

.g STA0iNG ARE A I.

N (CRUSHED ROCK)

_JI 5

d6

)

A 8

o

)

BARGE A

eARot SuP CHANNEt j

SLIP g

g STACING e

AREA

.j HUDSON RIVER e

HEAVY q,

s y

HAUL ROAD 0*

0 10, 0 20,0 SCALE-rEET PLAN e

$goNSHORE EXCAVAfl0N D

H'

?

MH # EL 2'- 9' 8ARCE D

~~

Nhg XISTING RIV R S LIP BARGE SLIP EXCAVATED TO EL

  • 9' p

I ANO SAND FILLED TO EL. s' pygygtyyyy7pyrygggyJ/]grgJy

- ME,ED CHANNEL q

ip 200

' HORIZONT AL SCALE - F EE T 0

10 to SCALE - FEE T SECTION A-A MHW EL t'-9'

?

MLW EL l'-4

  • gm M

BO N EXISTING RIVER BOTTOM peur

{ DEPTH VARIES )

I i

3 3

DREDGED CHANNEL EL -II' pyyyym O

100 200 HORIZONTAL 0

10 20 VERTICAL SCALE - F E E T SECT ION B-B NOTES!

i. APPROXIM ATELY 15,700 cu yds OF SILT INCLUDING BARGE SLIP CHANNEL DREDGE PLAN SOME ROCK AND SAND WILL BE REMOVED PRIMARILY BY HYDR AULIC CUT TER HE AD OREDGE, AND DISPOSED RMR OF ON SHORE.

AT: GREENE COUNTY NUCLEAR POWER PLANT - CEMENTON COUNTY OF:GREENE STATE OF: NEW YORK APPLICATION BY : POWER AUTHORITY OF THE STATE OF NEW YORK DURPOSE t BARGE SLIP CHANNEL DATE: FEBRUARY,1976-REV 2, IAAY 19T8 OATUM t USGS 1968 ( ME AN SE A LEVEL )

SHEET : $ OF 9 l

l l

. - -, _. ~

-t 6

l J

-N f

d k STAGING AREA

'8 (CRUSHED ROCK) a 7

'g

,R HUCSOV RIVER 500' i50' 50' WOORING W

(B J'

4 EQ'D) k 2

'O 4

g 6'

] "'

o

!?

i r

l I

~f 6 SPAR BUOYS @l00' ALONG DREDGE LINE STAGING ARE A I

FENDERS l

.M SLIP (CRUSHED ROCK)

BARGE 1

^

9g j

{1 N784000 g

V4.-

h g

25'

.a f

~

4 y

N$

a HE AVY HAUL

\\G~

100' ALONG DREDGE

\\

4 SPAR BUOYS @

ROAD PLAN LINE O

5,0 -

100 SC ALE FEET 1

.1 FXISTING GRADE EL 8 0'N CRUSHED ROCK TOP /BEDHOCK_

l g

jE L H 16,0 1 '-0 SAND CUSHION UME ' = =

YN 3

' TOP / ROCK EL(-)9'O (ErCAVATED) i 10 0' 200' SECTION 1-1 0

5,0 190 30 ALE FEET l

j NOTE:

60' 8 ARGE SLIP APPROXIMATELY 8,000 Cu yris. OF ROCK WILL g

DE EXCAVATED FROM THE BARGE SLIP AREA BY 6

USING EXPLOSIVES PERIODICALLY FOR g " CRUSHED ROCK I

H W EL 6'-2"

^

fr

fl.! e..l.y' ',) * ? ?.

va '

'a # 8-

  • 1>'

, CL ASS Iti DISPOSED OF ONSHORE f.*g4. NM" d 6

- SELECT FILL

' LE AN CONC. FILL PURPOSE: FOR UNLOADING PLANT EQUIPMENT

/@

l

  • 4 DURING PL ANT CONSTRUCTION f

~

u t.w Et (. n' 4 DATUM: USGS - 1963 (MEAN SEA LEVEL) 0

" ck'

S PROPOSED 8ARGE SLIP l

E L W EL (*) 4*-6' 4

l IN: HUDSON RIVER l

1

[

X-AT:GREENE COUNTY NUCLEAR PCWER PLANT-CEMENTON COUNTY OF; GREENE STATE OFI NEW YORK EL (-) s. O 6"]

fjg/f A-APPLICATION BY: POWER AUTHORITY 0F THE STATEOFNEWYORK DATE: FE BRUARY,1976 - REV. 2, MAY 1978 SECTION 2-2 SHEET 6 0F 9 i

c t_

?

IP h

SCALE-FIEF m

9 m--

Retrieved from "https://kanterella.com/w/index.php?title=ML20148K874&oldid=4172228"