HomeMy WebLinkAbout1989-06 June Supplemental Information Package Van Natta Dam Water Power Rehabilitation ProjectCLIFFS
/ I
RIVER FLOW
CLIF
PROPOSED 48`1
, STEEL PENSTO
OVERHEAD 92.47 KV UTILITY ;
TRANSMISSION LINE
(EXISTING) �' 1
EXISTING ACCESS ROAD '
PROPOSED RISER POLE
1 {
PROPOSED UNDERGROUND 12.47 KVPROPOgED 12.47
VAN NATTA PUMPING � iATION TRANSMISSION LINE OVERHEAD LIME
DUCT AN
I i j
(PROPOSED)
•- - - GATE (PROPOSED)
WOOD PLAWNG
DECK PROPOS
NATURAL ROCK
STEPS
EXISTING BRICK -
AND CCN+�RETE
PENSTOCK
CLIFFS
SCALE: I"= 30'
TRASF�RACf+:3 (,PROPOSED)
RIVER FLOW
VAN NATTA DAM
SPti_ LI AY E LEVATI O N
502-95
Q
This drawings is a part of the Application for
License made by the undersigned this
day of , 1984.
0
EXHI BIT F- I
SITE PLAN
PROPOSED VAN NATTA WATER POWER
REHABILITATION PROJECT
SIX MILE CREEK - ITHACA, NEW YORK
j HALLIWELL ASSOCIATES, INC.
EAST PROVIDENCE, RI
SEPTEMBER, 1984
EXISTING DRAFTUBE
AREA BELOW
e
SIX MILE CREEK
SCALE: 1/8"40'
OPENING IN CONC
FLOOR ABOVE.
PROPOSED CONC.FOR
TURBINE/GENERATOR
SUPPORT AND DRAF-
TUBE ENCASEMENT.
PROPOSED TURBINE`
GENERATOR SET.
:L -,
PROPOSED SWITCHGEAR
AND CONTROLS ABOVE.
EXISTING BRICK AND
CONCRETE PENSTOCK
PROPOSED aS"DIA.
STEEL PENSTOCK
�---- LEDGE STEPS i— �3 FLOW
N
This drawings is a part of the Application for
a of Y e undersigned this
day
made`�'z' 1984.
EXHIBIT F-2
POWERHOUSE PLAN - LOWER LEVEL
PROPOSED VAN NATTA WATER POWER
REHABILITATION PROJECT
SIX MILE CREEK - ITHACA, NEW YORK
HALLIWELL ASSOCIATES, INC.
EAST PROVIDENCE, Ri
SEPTEMBER, 1984 41
PROPOSED DRY TRANSFORMER--,,
(4.16 KV- 12.47 KV)
EXISTING STEEL PENSTOCK--
TO BE REMOVED \
Y ROOF OF TUNNEL
PROPOSED NEW GATE'
AND TRASHRACK
STRUCTURE
--
EXISTING CONCRETE
EXISTING BRICK AN
INTAKE STRUCTURE
PROPOSED NEVY
CONCRETE PENSTOCK
48N DIA. STEEL
TO. BE REPOWTED
I.• .I
PENSTOCK WITH
AND REPAIRED
INTERFACE TO
EXISTING BRICK
I' '.1
PENSTOCK
N ••
This drawings is a part of the Application for
PROPOSED NEW
SWITCHGEAR License made
by the undersigned this
'=- I -:.,•I
day of
, 1984.
I��Tum-st �i+Z�1
-SCALE: 3/32"= 1'- 0
11
r -
�j
PROPOSED NEW TURBINE/
GENERATOR SET
_ s --NEW CONCRETE TURBINE
r�. FOUNDATION
A
PROPOSED DRAFT TUBE
EXHIBIT F-3
PROJECT PROFILE
PROPOSED VAN NATTA WATER POWER
REHABILITATION PROJECT
SIX MILE CREEK - ITHACA, NEW YORK
HALLIWELL ASSOCIATES, INC.
EAST PROVIDENCE, RI
SEPTEMBER, 1984
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PROPOSED PENSTOCK
VAN NATTA PUMPHOUSE
O�
VAN NATTA DAM ®¢\
PROPOSED UNDERGROUND
TRANSMISSION LINE
NOTE= SEE EXHIBIT F -I FOR
LARGE SCALE DRAWING
OF PROJECT WORKS.
i
L
CESS=�PROPOSE
D
D RISER POLE AND
OVERHEAD TRANSMISSION LINE
EXISTING OVERHEAD
TRANSMISSION LINE
6-',-'s i x
PROPOSED PROJECT BOUNDARY.
NORMAL MAXIMUM SURFACE--,,,
ELEVATION AT 503.8
This drawings is a part of the Application for
License made by the undersigned this
aG "-day of cS�f�rX iti viii v , 1984.
z
EXHIBIT G-1'
PROJECT BOUNDARY
PROPOSED VAN NATTA WATER POWER
REHABILITATION PROJECT
SIX MILE CREEK - ITHACA, NEW YORK
HALLIWELL ASSOCIATES, INC.
EAST PROVIDENCE, RI
SEPTEMBER, 1984
MAPE AVE.TANK (EAST ITHACA PRESSURE SYSTE )
ELEV.-956 -FT;
,
Ewe
:o
:•s
- :750. -- -A---
3
OFFICE OF C1ITY ENGIN-EER
ITHACA, NEW YORK
ELEVATIONS
DAMS 3 RESERVOIRS
P.D.N. 12-85
i
CORNELL ST. TANK. (M ITCNELL ST= PRESSURE- SYSTEM).._.__ . _- .
CODDINGTON RD. TANK
ELEV. 813 FT
=N 60 FT. DAM ELEVy704.5
70.0
:650--
24 R AW .WA
i W4TER- FILTRATION PLANT . I
600 `CL- EARWEL — -Et EV 622 FT 30 FT. DAM ELEV. 5 FT.
ELEV. 610 FT
j,20" RAW WATER TO TURBINES
20" TREATED WATERCNP
550 / �TQ- PUMPS ER MAtN t�� CREEK
4„ R PW
2
500
VAN NAT TAS `-VAN NAT TAS DAM ELEV 503 F T.
PUMPING STATION _
- ---TAILRACE ELEV. 445 FT.
,150 0
HnR17nNTA1_ SCALE I"= 1000'
--... . .. .
NOTE, All elevatations are U.S.G.S.
FIG. I
Im
P. D. N.
t TREATMENT PLANT
FIG.2
CITY ENGINEER
A, NEW YORK
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VALVE DISCRIPTiON
N0. I - 24' MIXING CHAMBER CONTROL VALVE
NO 2 -6" BLOWOFF MITCHELL ST. PRESS. 1935
NO 3 -6" FILTER MASH MITCHELLST. PRESS. 1935
NO 4- 8' FILTER -WASH LINE
NO. 8- 8" CLOSED VALVE BT. P. EMERGENCY VALVE 1935
NO G. ii' BLOW E.ITHACA PRESS.1933 (DEAD -SEE 82-A)
NO T- 2" ALUM WATER MOTOR SUPPLY LINE E ITHACA PRESS.
NG 8- 8' EMERGENCY VALVE ON FILTER E. ITHACA 8" WASH LINE
NO 9- IY EMERGENCY VALVE ON FILTER E. ITHACA LINE
NL 10-20" CLOSE WHEN CLEANING BASIN NO. 2
NO 11 -20' CLOSE WHEN USING BASIN NO.2 ALONE a ALSO WHEN CLEANING NO 2
NU 12-20' CLOSE WHEN GLEANING BASIN NO.) (HAS NO GUTS
NO 13- 2o' CLOSE WHEN USING BASIN NO. 1
NO 14-20' CLOSE WHEN CLEANING BASINNOI (HAS NO GUTS
NO 15-20' CLOSE WHEN USING BASIN NO.2 ALONE 0 ALSO WHEN CLEAN
NO 16 -8' WASHOUT `.ALVE FOR CLEANING CLEAR MATER BASINNO.I
NO I7 -6" AIASH)UT VALVE FOR CLEANING CLEAR WATER BASIN NO.1
NO r8 -20r CLOSEWHEN CLEANING BASIN NO.2
NO 19-12" WASHOUT VALVE FOR -CLEANING CLEA1( WATER BASIN NO.2 (OPEN TO DRAIN)
I NO 20-6" OPERATING VALVE FOR CLEANING CLEAR WATER BASIN N0.2
NO 21-10' ON 16'DOWN TOWN SUPPLY NE FRLQ CLEAR WAFER BASIN PRESS.
NO 22.8" ON WEST -HILL SUPPLY LINE EMERGENCY SHUT uFF
NO 23. B" ON MAIN FUMP UNE TO MITCHELL 0 WEST PILI
NO 24-5' EMERGENCY VALVE UNMAIN 8" PUMP SUPPLY LINE
Pk 15-10' EMERGENCY VALVE ON IO"UNE TO ELECTRIC PUMPS FROM 20" FILTER WAILR LINE
NO [6. 0' CLL^EC USED WHEN USE RAW WATER FOR FILTERING FROM 30' DAM
Nu 2-7-10 CLUSE41 SOME TIME TO BE CONNECTED TO WEST HILL SUPPLY LINE
NO 28-20' ON 2u' FILTERED WATER LINE TO P!1MP5
NG 2J -2C' EMERGENCY VALVE CN20"FILTERED 441 ER LINE
M> 3u
NO 31 1 t' ON 12" E.I. HYDRAULIC PUMP SUPPLY LINE
NO 3212" ON 12" EJ. SUPPLY LINE AT TOP OF HILL
Nu 3312" ON E I. ELECTRIC PUMP SUPPLY I INE
NO 34-8" ON 8"WEST SUPPLY LINE ` " --,L
NO '_5-8" ON 8" WEST SUPPLY LINE M.H.LARL 33-34 ¢" S. OF N. BLDG. LINE
NO 'A"-12" VENTURI METER INSTALLED 1922 19-G ' E OF W BLDG. LINE
NO WL 8" VENTURI METEN
Nu 36-B' ON 8"X10"- W. L 8 P ITCHELL WATER C.U.
137-5' S. OF S. LI W. OF E. LINE OF PUMP STA.
NO 374, B.O.
NO "-6" 80 A kuuew.
NO 39
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