20021036 Ver 1_Site Plan_20020628

FIELD DETERMINE OX-0324-A
ANGLE TO MINIMIZE THE LENGTH OF >@•, SHEET PILE FL000 MALL B'
NEEDED TO CONTACT EL 969.0'CONTQUR ~e'~@,
OX1 ~L
r ~ ~ a e~ s 1 ~ 2e~,,1 NEW EMERGENCr EL1836A808ECT10N RETE ,~,~o~°
Ro F~'rc~~'a ~ I~ NT ~A a~
aql~ ~ @ rt TOP OF FLOOD r r? r, rs' ~ r, :
~ F1cEer ° wa,L EL.s69.a' FOR SPILLMAY SECTIONS SEE DAAwINO OX-0321-E
~ w~~ ~ 3 r oP of ~M S 2 BULKHEAD FOR POWERHOUSE FLOOD FL000 MALL T TOP OF PIER
T F ~.S EL.960.@' DOOR REPAIR NQTES SEE K ~w DP O DRAWING GX-B923-E FLOODGATE EL. s5e. e' x3 K
~,y EMBANKMENT ~ £ PIER TUNNEL ti ~ EL 962.@ ` ~ ~ PIER WALKWAY lTYP.! VNEL BURIED LOWER ~
2@" PIER Ox 11 ¢
~ ~ t~ 13Mro~ .T..... i i ~ _ ......t..... % ~~.l.. ~ ~y ~Z
I ~ I di ~jclB ~ i ',~.~JI ( ~ Dry
° ~ X 610 1 @~ POWER USE ~ i! I4lMAT. TION m~3
° ° ° ° „ ii w t r' ' ii~ 8 lED
II ~ i@r~l J ~ ° ° ° ° FUNNEL p I - PO R ~ ,u~ L1
DRAIN I ~ _ _ CI ° ° ° ° II T I i 'T----I-----------
TUNNEL w ~~`.,y____ i I SEE DRAWING Ox-0324-F ~ L. a4 4: L~ fLOODOwALL~DETA~ILS
DRAIN ~ ° ° ° TAILRACE (TYPJ ¢
TRASHWAY ¢
SEE DRAWING Ox-0G2a-C a o~ CDR POWERHOUSE F
CONCRETE BUTTRESS P~. A N u 1'-0'
j TAR AF FLOOD y I
WALL EL 968.00 ~ e ~ IBA ~ I
"4~I2' EW SCPLE -FEET
¦S!'12' EW--y '
P F AR ~Vgf~1ES _ r
MN
TOP OF BU K AO L
NOMINAU H 9 ~ H
)
P AD DRILL AN GROUT -~BTEP <:L 946.00
. OOwF1.Llx 1NTp ExIST1NG ~ONCFETE ASUTM.ENT
II~II ~ I ilt~ll~ll~
~i COMPACTED III~II~ we
COMPACTED BACKfILL BACKFILL
9~0--------' G
G
SECTION 1 r~s• 1'-6• r-a_ SECT. 6
R 5'-6• l'-6' 2'-f•
8'-B' ENO OF fL00D WALL i WALL ~ ~
I~ OF FLT MALL \ ~
r- ` ~EL~6$.i0~
~ UP$TRE I!P$TREAN na le• ew ;~~a~ F
of "TI T AM " " M~~ W UPS RE 412' Ew 6~lC Ev I W ~Tfl2' EM DpMNSTREAM u
"6112' EW '112' Ev DRILL AND GROUT I B' STOP YERTlCAL s ~ ~ ORIGINAL GROUNp ~
DOWNSTREAM DOwELLS INTO Ex16T1NG I REINFQRCING ~ _ CONCRETE ABUTMENT I ~ ~ = LINE EL VARIES cw d ~ ~
pp~ppI~IEL g~g1NTOOExISTINO TOP OF eULKHEAO ~ .~0
GDNCR~TE ABUTMENT EL 160.0@ I ~ NOMINAL) I _ ~ ~
-El~g 0~ INOMINAL) ~o 701Y' EM 10 1~
' ~r T E :.u ~ ~r 7 u ~ 6'-B' E
NOTEi INSTALL DOWELS AT AND SECT. S
ANGLE INTO BULKHEAD ~ ' MALL 1N THIS AREA TD ' 9'-8•
ENSURE SOUNp CONCRETE EMBEDMENT
~E~TION 3 tSHO~JN)
tiles SE TIO , 6 ENO, TED) 8CALE NONE
' SE TION 8 scAl SCAL '
o SECTION 7
S CTION 2 (LOOK.rNG UPSTREAM) ~ D
AL •¦4' ~1 e' a To SCALE 1` ¦4' X118'-0•e TO T P M W LLW NT BULKFIE
~L 969.00'TOP OF FL000 MALL
SHEET P[LE WALL VARIES
IPS27,6 SHEET P1LES1 CAST IN PLACE FLOOD MALL zg L6a6x's¢x6'-0' LG ~ g
IGALVAN12ED1 PMF WALL ~ ~w
FOUIgAT10N ~ =p b ~ TOP OF FL000 TRANSITION ~I ~ 1O EL 1.60'
C WA L III ~III~III~ EL 960.08' TOP OF BULKHEAD C
x RIGINAL ROUND CONTRACTIQN ' _ _ _ _ ~L 819.6 ~ ~ _ 0 G LINE JOINT I T COMPACTED flll ~
i ~ I STEP-UP _ _ _ _ ~ _ _ ~L. 8476 ~III~II ~III~III~I I~III~III _ I ~III~III~ L 963.68'9 I
I ~ill~lll~lll~lll~lll ~ I I I EL 816.88' TOP OF BULKHEAD STEP
I MIN.CDYER , ~Il~ll~lil - -ty- z I N OVER FOOTING ~ END OF SOUTH END OF SOUTH BULKHEAD I
I-- I i ~-oRIGINAL cROUNo I
- ~ - ~ DIA 5TAI~ESS-------------, I ~E THREA fD
a I ROD.L INSTALL WITH N I EL 94).68' HILTIHY-I6B AOHE5IYE 3 , SECTION 5 SCALE l' ¦1' 8
SYSTEM OR EDUAL
FOR GENERAL NOTES AND REFERENCES DRAWINGS SEE DRawING Ox-0313-E. FRAMATOM~ ANP
166='~tK6'-0` LG B' M N[[M~M EMBEOMENT- S E C T I O N 4 IOALYANIIEO) FRAMATOMEANP S ?.G. Brz~»>6 ERNS FH0003CI
~ . ¦4, N DUKE 'OwER COt1l•ANY
- - = ° ° oxFORD HYDRO STATION
w w DAM STABILITY AND PHF REMEDIAL YORK
IA HOLE 1N ANGLE POYERHOUSE, BULKHEAD AND ABUTIENT
A R ~'D1A x 3' LONG BOLT, 1THRU BOLT END " " FLOOD PALLS a a GENERAL PLAN AND SECTIONS A
SHEET PILEI DETAIL 'A' I s s I RELEASED FOR FERC REVIEM. V2u1Q DESIGNEAnE`BTEfFE119 DRTE@!LBlCaI [NSP,wtvFe DATE -
NTS l6 IG. RELEASED FOR FERC REYIEM OKL WWII - - - - - okRwN b~.t.ac oATElS!We[ [NSV, oaTE
ERN~FH0003CI ~ CIVIL ELEC. FfCH. CSCaKEO DATE APPA, DATE REV NQ REYISIONB DRN DATE CHKD DATE APPR DRTE [NSPECTED NDT DYG. NQ OX-0324-A
4 a
_ _

ANCh ANCHORS NBAI THROUGH NBA 13 ~ !
Axl ~ 11'-0• I I -e• Isr-B• ~ OX-0323-A 0' iw
~ 16~. , ~q! 1 2 ~ ioP OF i a 8 kq~ EMEANKMENT ~ S8g1 2 ANCHORS f 20'¦4B' i ~6
~ EL 952.0 8 1 1 ANCHOR f 16'
SBA 19 2 2 f l?'•2g' E L T
~ I HDR I HOR f Ir ~ UPSTREAM FACE OF 6PILLMAY
? ~ ~6'~ . f T ANCHDRS f 11'•68' TOP OF ~ e• TOP OF P1L MAY S f ll'•68' z
S L ANCHDRS SA l THRDUGH SM0 PMF WALL ~ BULKHEAD EL 959,0 EL. 950.0' Fl AL ~ ~ 1 -
7 TOP I %3 FLOOD GATE TOP OF
~ \ C , if ~'IW~,6 WALKWAY FLOODGATE TOP OF P[ER OVER) ST 4 ~ 68A1 px,,~-p~-a ITYP,1 EL 960, 0' ~i°.~.p EL09~~~ OVERFLOW SECTION ~ .
K Hpq a e. ` r?g w EL 536,0 I
. - ,Dx 'ar - _ ....1... ................................................................1............ i K f f ~ OIWY DRIVE I
9A 1 $IAfi A8 SA 13 p 17 ~p21 ~A26 - 29 • SP93 5A3 ~ NBA v ° I I .I I I I ~If ~•!!f •~if ~r~ • SA3 NBAL ..i' ~ Y I I-+._._._._ _ ~
• r!~ i u~ a~ ~ ° II SEM 9AA~; 12 A 1 q p r~ 4 Io~EA . 16'_ ? ~ L~ W T-B' - ~.-B.
? ° 4 ~ . II i ~ ~ ~ SA3~ III 11 ~ - qW~- ~ i J ~ ~ ~ ' a, . F~ n
Ye a ° a a II II \1~~ ~ ~IJNNEL I POW HOU I ~ - - - - - - - - - ~U. N~ _ _ _ ~ $PIULWAY ~ b IWW` 44
Q ~ ORA1N ~P a ° ° ° a I BTRI I T----I----------- ~ " ~ N ~ a ~
~ TUNNEL a I I \ a m PIER ~5~~~ PIER
y ° ° °TRASHWAY BTA GRAIN H ~`L----~----------- ~ r-B• J
I DX-~-C m
vm TAILRACE ~ l ~ € ANCHOR LOCATION
u REPRESENTS El 892.88' ~B'r RECESS L ON SP1lLYAY fACE ON SPILLMAY ~ GALLERY DRAIN TUNNEL
ANCHOR TABLE 's TYPICAL ,
INCLINATION DIMENSION DIMENSION DRIED NUMBER DESIGN ALIGKHENT TEST LOCKOFF MINIMUM FREE LENGTH TAIL LENGTH TOTAL PIPE S RNPk DF TENDON ,a MIN, NOM, Di LORD LOAD LORD LOAD BO)OEO TOP PLT, T ffROM TOP OF iENOON BABE PLATE 9UE BASE PUTE BLOCK 812E ANC)KIR BLOCK RElNFOIICW NOM) e PIPE SLEEVE TYPICAL PLAN OF SPILLWAY ANCH R
NUMBER ffT,) IIN.) D1A, IIN,) STRANDS IkIPB) IKIPa (kIPW uUPG LENGTH ffT,l rOP fir') LENGTH ffT, xDI.E 512E I SA1 75 4 12 GRT.)ffEETI (FEET) OIA. 0 LOCATION OIA. IW.1
35 I f 128 21x27• THICK 12. x' / +8' /w3. a' DEEP •4 SPIRAL-2 ROYS Y/ 13 TURNS • 3' Irr I SA2 7 6 4 12 36 82 a 128 27•w21R+• THICK Iz.x•r +B7w3.6.OEE? •4 srIRAL-2 ROYB Y/13 TuRNB • 3' Irr 1 A3 7 4 68 35 82 11 12 27•w Tw+' THICK 12.24', ,B•/ 3.a'DEEP •6 SPIRAL-2 ROY Y/13 TUIY6 • Y 7 ; /IS TURNS ? 3• Ir. SCN,21 I I SCALE I• ¦ l8' / 1s Tows ? 3• Ir. scN zt j
$A4 75 16 14 12 58 35 82 Il 12 21•:Z7•x4' TNICk 12.24'1 +B•/w3.6'OEEP •6 6PIRRL-2 Rw8 Y/13 TURNS • 3' Irr ! na rows ? r
SA5 76 1 68 35 _ 11 128 21x27•x,• THICK 12.x'1 48•,w3.a'OEEP b SPIRAL-2 BOYS Y/13 rURN9 •3' 1r/ ; A 75 4 12 68 35 82 11 28 27•w27• THICK 12.24.1 48'/w3.a'GE P •a SPIRAL-2 ROYS Y/13 TARNS • 1 r ) /13 TURNS ? 9• Ire SCn,21 /11 TURN9 ? r 1r~ SCN 21 SCALE I•¦60'
5A8 76 15 I 58 039 ~ 2719 35 82 I I 27• w2r w+• rNICK 12.x• r ,8• rw3.6' DEEP •4 SPIRaI.2 ROYS Y/ 13 iLgNg • 3• lr, f 4 68 2039 719 35 82 II 2rw2rw,• rNICK 12.26•, +8',w3,6'DEEP •4 SPIRAL-2 ROYB Y/13 ruRN6 • 3. 12'/ ; / 13 TuwS ? 1 ~ SCH Z0 113 (URNS ? 7• lri SCN,28 IB 1 !W l11 111 211
SA9B 75 26 4 12 68 8 19 36 2 II 27•x27•wP Txi K 12.26', 487 3.4'OEEP ¦6 SPIRAL-2 BOYS Y/ 3 TURNS • 3' IY, 58 0 7 t 35 92 I I 138 v x21 x+• rNICK 12.x• / ,B• rx3, 6' DEEP •6 SPIRAL-2 BOYS v/ 13 TLANS • 3• Ir / ; / 13 TIRNg ? 1r ~ 9Cn 2/ / 3 TURNS ? 1Yi N SCALE -FEET
SA i l 76 26 14 12 8 2839 2719 37 36 92 I l 138 27• w21 w+• TNiCk 12.24' / +8' /w3.a' DEEP •6 SPIRAL-2 ROYB v/ 13 TuRNB • 3' Irr ¦ SA 12 7 26 14 I 69 2039 4 719- 35 92 ll 139 27•w2Tw+• iN[CK 12.26•/ ,B',w3.4'OEEP ¦6 SPIRAL-2 ROY6 V/1 TURNS • 3' Ir/ 6 / 13 TLANS ? 3• IY A SCN, 21 X13 TVRNB ? 9' Iri SCn 21
A J 46 14 68 2839 2B4 2719 2379 36 Il 27•=27•x,• 1nICk 12.x7 +87w3.a'DEEP •6 SPIRAL-2 RDYS Y/13 TURNS • 3' Ir, S TURNS ? J' IrA SCN 28 V19 TWwS ? Y Irl sCH 2/
H SA 14 76 4b I; 12 58 2039 204 2719 2379 35 112 It 168 2rxzrx4• rxtCK Iz.x•, ,e•,x3,a'oEEr •a SrtRAI,-z RDYs Y/I r 7 6 1 68 2839 2B4 2719 2379 36 112 II 3 uro)9 •3. 12 9 27•w2Tw+• THICK 12.247 ,8'/w3.a'OEEP •4 SPIRAL-2 ROVE Y/13 TURNS • 3' 1r/ E 119 TUR16 ? 7• 12•A SCM ZO
SA I 7 a6 14 12 68 2839 205 27Ig 2379 35 112 a 168 21w21w,• rMlck 12.x•/ +e•.~3.a'oEEP •a SPIRAL-2 Rwa Y/13 TURNS • 3• Irr s SA I7 16 60 14 68 2039 04 2719 37 36 127 II 7 27•.27•=+• THICK 12.267 +8',w3,6'DEEP •6 SPIRAL-2 ROYS Y/13 TURNS • 3' 12.1 S Ala TURNS ? D• Ir. 8Cn 21 ~ 19 TI1iNS ? S• 1r A ScN, za H
SA 18 75 60 4 58 2839 204 27 I 2379 35 127 I I 173 tr w2r rNIC Iz.x7 +6' M3.6' DEEP •a SPIRAL-2 BOYS Y/ 13 TURNS ? ' 12' / S A 75 80 14 12 68 2039 204 2719 2379 36 ]21 II 173 21w2Tx+• THICK 12.267 48•/w3.6'OEEP •4 SPIRAL-2 ROv9 Y/13 TURNS • 3• 12•r 9 17 TuRNs ? 3• u• ~ SCn zs IJ ruRNs ? 12• ~ 8CN 21
SA28 76 14 2039 0 27 l9 36 127 I 1 173 21 w27• w,' THICK 12.x7 48',w3.6' DEEP •6 SP1RQ-2 ROY9 v/ 13 TURNS • 3' Ir / 8 SA2 t 76 14 12 2039 4 2719 35 Il 128 2TdTw,• THICK 12,x7 ,8•/ 3.4'DEE? •6 SPIRAL-2 ROY Y/1 T • 12.1 6 '13 TURNS ? 9• 12•~ 9Cn,?0 IS rows ? Ir A scn 2?
SA22 7 14 12 56 2039 4 2719 36 82 11 t28 2r=zr=+• rNICK 12.x', +9'rw3.6'DEEP •6 SPIRAL-z ROYS v/I3 tURNs • 3• Ir, s 5A23 76 14 68 2039 4 2719 35 62 n zlwzlw+• rxtck u.x7 +e7w3.a•oEEP •a SPIRAL-2 Rots v/13 TIN)y • r Ir, s '1 i • IrA 6Cn 20 19 TUAN9 ? S• Ir, SCN 21
SA24 76 14 12 68 35 82 a 128 2T w2T w,• TNIC 12.257 ,8'rw3.4'OEEP •4 SPIRAL-2 BOYS v/13 TURNS • 3' '1 S SA26 75 16 4 2 68 2039 284 2719 2319 35 82 a 128 21•x27•w+• THICK 12.x7 48•,w3.6'DEEP •a SPIRAL-2 RDYs Y/13 TURNS • 3' 1r/ S CIS TpRNn ? a• 1r~ SCN Ze '13 TURNS ? 9' 'A 5CM
SA26 1 14 12 6A 2839 4 2719 35 II 27•=21=4• THICK 12.267 48'/w3.a'DEEr •6 9rIRAL-2 ROVE Y/13 TURNS • 3' I2'r 8 SA27 76 14 1 68 2839 4 2719 35 It 138 21wvw+• rNlck lz x•, +e7w3.e'oEEr •a SPIRAL-z ROYS Y/ rllnNe ? 1r, s ' 19 TURNS ? 9' 1r I SCH, 28 ' 13 TURNS ? 7' 12• ~ 9Cn 21
SA28 16 4 58 B 1 35 92 I i 1 21 x21 w4' HICK 12.26• r 18•,x3.6' DEE? •x SPIRAL-2 ROY9 Y/ 13 TURNS • 3• Ir / & ' TURNS ? 12'A ICN 21
SA29 76 14 12 68 4 35 It 138 zrwzrx+• rNkK u.x7 +B•5,3,6• •6 SPIRAL-2 ROVE V/13 TUANB • 3' Ir/ & A 76 16 l4 58 2039 4 2719 35 9 u 138 27. 21x,• Tx u. +8' 3. •4 6PIRAL-2 ROVE Y/1 TURNS • 3• Ir, ' 19 ru1NS ? r Ir ~ BCn, Zt 1a Tows ? s• Ire ICN 21
SA31 75 15 11 12 58 2039 4 2719 35 II 138 21:21=~• Txltk 12.26•, 48'rx3.6'DEEP •6 9P1RAL-2 ROYS Y/13 TUN18 • 3' Ir/ & SA32 7 16 14 2 66 2039 04 2719 2379 35 92 II 138 2rx2rx+• rNICK Iz.xv +e•/x3.a•DEEP •a SPIRAL-2 ROVE Y/13 TURNS • Y Irr 91 Tows ? r 1rA N Zt G 1a Tows ? r Ire SCN Zr
A 7 16 14 69 03 284 71 2379 35 S II 12 21xz7•w+• THICIf 1 .'6•, 48•, , • EP Y/ T • / A34 75 15 I4 12 68 2039 284 2719 2379 35 2_ II i 8 n•=zr:,• TnIDK 12.257 4e•,x3.x'OEEP •4 SPIRAL- r • / Is roars ? t IrA scN za
A35 16 16 14 I 58 2039 04 2119 23.19 35 82 _ _~I -128 2T=z7~=r TNrcY )7.a«•/ +g•rxs.a•!~Eo _ SA.,:v i 16 14 - r2 t8 2N3$ t`B4 " 071'3 7 35 82 I I 128 21 27. 4' THICK 2.24' / 48' /x3.6' DEEP •4 SPIRAL-2 BOYS v/ 13 TURNS ? Ir / 8f ~~gg ttT • ~ ? ? _ - i m ;i a x:Mi[
A37 75 ~16 14 12 58 39 204 719 2379 35 82 II 128 2Tw21•x+• ixl SA 75 16 U 58 2039 204 2719 2319 35 CK 12'26 +8',w3.6'DEEP •4 SPIRAL-2 ROYB Y/13 TUINB • 3' Irr 61 13 TURNS ? IrA 8CN Z0 19 TURNS ? 9' Ire 6CN,21
SA39 75 14 12 68 2839 204 719 2319 35 82 11 128 21'w2rw4• rNICK 12.267 4x',w3.6'OEEr •6 9P1RAL-2 BOYS v/13 iLRN$ • 3' Irr 9f A4 7 14 68 2839 204 2719 2379 27•:27'x,• rNICK u.x•/ +8•/x3.6'OEE? •a SPIRAL-2 ROYS Y/13 TURNS • 3' 1 . to 19 (URNS ? 9• Irl 9CN 21 19TUn6?3' 1 ~ICN21
II 12 27•:27•=+• TxICK 12.28•• 4B•rx3.a'OEEP •a 8P1RAL-2 ROYS Y/13 TURNS • 3• lrr Sf 13 TURNS ? 1rA SCN 21
F
SBA) 9 16 28 12 it 27. 2rw+' TMIC 2.26'/ +B•/x3. DEEP •4 SPIRAL-2 ROVE Y/13 TUINS / 3' IYr 16 20 12 130 178 27•wtrx+• TNiCK 12.247 ,8'/w3.6'OEEP •a SPIRAL-2 ROVE Y/13 TURNS • 3' Irr BC F 13 TURNS 1 3' IYA H
SBA3 2B 12 68 3 130 Il 178 2rw2rx+• TxICK u.x•• ,B•,x3.6'DEEP •x 6P1RAL-2 aoYS Y/11 rwlB • Y u•, 5t SBA4 9B 15 2B 12 9 11 176 21:21x,• TxIC .257 + /w3.4'OEEP •4 SPIRAL-2 Y/1 i 8 3' / w TINNS ? 3• IrA SCN s1 11 Tunas ? Y lr. stx 2/
SBA6 90 6 2B 68 120 II r rx4• 168 2 THICK 12.x•/ +8'/xO.4'DEEP •6 4PIRAL-2 ROYS Y/13 TURNS • 3' 1r/ SC SBA6 90 1 20 12 68 71 6 12B II 188 27•x21:+• THICK 12.247 IB'/w3.4'OEEP •x SPIRAL-2 ROY$ Y/13 TURNS • 3' u'r 8C I T ?r . N21 Is Tu11s ? r 1r A scN, a1
SBA7 ~ 15 2B 12 68 2039 ~ 2719 35 120 II 166 27•x21w+• rNICK 12.247 48•,x3.Y0EEP •6 SPIRAL-2 BOYS Y/13 TURNS • / 13 TURNS ? r 12'A SCN Zt 13 TURNS ? ~ 21
0 66 2839 2719 7 35 _ I I 27• x27• w4• TxICK 12,x' / +8' /w3, 6' DEEP •6 9PIR11L-2 ROYS Y/ 13 TURNS f 3' Irr 6C SBA 15 20 12 56 4 I 11B_ It 1 27•w21• Tx[CK 12.x•, 48•,x3.4'DEEP •6 SPIRAL-2 RDV6 Y/13 TURN6 • 3• Ir, BC I~ TIN1,9 f r IrA ICN 21
SBAIe 98 !5 20 58 I l0 It 166 2rwzrxr rntCk It.x7 +B7w3.6'DEEP •6 SPIRAL-2 RDY6 Y/13 TIr•1B • 3• u•r SD SBA) I 98 16 20 12 68 2039 4 2719 35 110 a 15 2rwvx+• rNlck lz.x•, 4e•/w3.4•DEEP •6 SPIRAL-2 ROVS Y/13 TIrY16 • 3' irr 9Ci IS TURN6 ? r IrA SCN 21 13 TURNS ? r 12'A SCN 2e
SBA l2 90 16 28 12 58 2039 mi 2719 36 110 n 156 2rx2rw+• rNlck 12.x•, ,87w3.a'OEEP •6 SPIRAL-2 ROYS Y/13 TURNS • 3• Irr SCI E SBA 13 90 20 20 68 2039 X104 2719 _ 9 35 110_ 11 156 27•wzrw+• rNlck 12.267 +a•/w3.4'OEEP •e SPIRAL-z ROVS Y/1 TIANS • 3' 12•/ SC, s Tutus ? IrA scN,21 a TRNIS ? r Ir. SCN 21
SBA l4 90 20 20 12 68 2839 284 271 2379 35 10B II 14 21:2)=4' THICK Iz.x•/ 48'/w3.6'DEEP •6 SPIRAL-2 BOYS Y/13 TLRNB • Y 12', SG SBA) 90 25 20 68 2039 204 2719 2379 35 00 11 146 21x21:+• THICK 12.247 +8',w3.4'OEEP w6 SPIRAL-2 ROYB v/13 TIANB • 3' 12•, 8Ci s TURNS ? r SCN,2? t:
BA I 90 26 20 12 58 2039 204 2719 2379 36 @ 11 146 2r x2r xr rNICK 12.26•, +B• /xs. b' DEEP •x SPIRAL-2 Rots v/ 13 roars • / i SBA 17 90 20 12 66 2039 204 2718 2379 36 ~ Il 136 2rx27•w4' )NICK 12.x'r ,8'/x3.6'OEEP •6 6PIRAL-2 ROYS v/13 TLRN9.3' Irr BCi 3 TURN/ ? r Ir ~ BCN za 3 TRJwS • ~ N ?0
BAI 20 58 2039 204 719 2379 36 90 tt 136 21x27•w+' TxICK 12.x•/ +87x3.4'DEEP •x SPIRAL-2 ROVS V/13 TUI•Ki • 3' u', BCI ~ TUw9 ? r Ir1 BCN,21 3 TRIM6 ? r Ir. SON 2e
1 30 0 12 58 2 39 204 719 2379 a 136 v rwr rn + 7x3. ' IRAL-z Yn i • , T • /
NBA 16 2B fi8 I7•w27•w+' )NICK 12.267 487w3.6'OEEP •6 SPIRAL-2 BOYS Y/13 TURNS • 3' I2•, SCI NBA2 90 15 20 12 2839 2B4 2719 2379 36 0 166 27•.21:+' THICK 12.267 ,8•,w3.6'OEEP •6 8P1RAL-2 ROYS Y/13 TURNS • Irr SCI 3 TURNS ? Ir ~ SCN 21
N8A3 90 1 20 2839 2B4 2719 2379 36 110 156 21x2Tw+• THICK 12.267 4x`/w3.6'OEEP •6 5P1RAL-2 ROrs v/13 rW6 17 12', SCF NBA4 90 15 20 12 2039 284 2119 2379 35 166 2T• w27• w+' THICK 12.26• r +8• /w3_6' DEEP •6 SPIRAL-2 ROYS Y/ 13 TURNS • 3' Ir, SCr ~ Tuns ? Ir A scN zo s TURNS ? r Ir ~ scN 2e
D NBA6 90 15 20 2039 2B4 27 l9 2379 36 100 4 2r wv w+• rxlCk .x• r +8• 3.6' P •6 IRRL-2 R Y/ r , NBA6 90 16 20 l2 2039 284 • r s Tuns ? r IrA scN,ze T ? ~ x
2719 2379 35 IBS 4 2Tw2Tw+• THICK 12.247 +B',w3.4' DEEP •6 SPIRAL-2 Rw8 Y/13 rlrrs • 3' I2'I BCR NBA7 90 15 28 l 2039 204 2119 2379 35 100 146 27•x21:+• rxlCK 12.267 4B•,w3.6'DEEP W SPIRAL-2 ROYS Y/13 111RNB • 3• 12'/ SCM NBAB 90 15 20 6A 2039 204 2719 2379 6 80 126 r r:+• Tnl 7 , 7 3. ' EP SPIRAL- Y/ t • r i TURNS ? r ur? scN,2e D 3 111WIS ? 12•A SCH 2/
NBA9 Rw 11 90 15 28 12 68 2839 204 2719 2379 36 80 126 21 x21 x4• rNICK 12.2x•/ 4B•,x3.x'DEEP •6 SPIRAL-2 ROYS Y/13 TURMB ? t Irr SCR T • ~ 1 T1RM8 ? r 12'A SCN 2/
NB 18 90 15 20 I 68 2839 2B4 2719 2379 35 126 27•x21 x4• TxICK •r N8 ll 12.25 +8 w3.6'DEEP b SPIRAL-2 ROYS Y/19 TlrW6 • t 12•/ SCR 90 16 2B 12 68 2839 204 2719 2379 36 S6 111 21 7•:P THICK 1 .267 +8' /x3.6' DEEP •6 SPIRAL-2 ROYS Y/ 13 TURR6 •3' Ir, SCR I TIAWB ? r 12.1 ECN Z0
N812 90 16 20 44 1547 165 2063 1685 36 65 111 22 • •w31(•TMIC 12.x•, +B'rx2.74'OEEP •x SPIRAL-2 ROVE v/11 TIIk16 •O' 12•r 6Cx NB 13 90 16 28 44 1647 166 1806 6 22 'x2 •w31/i•TIO I .x'r +I'/w2.74'pEE? •6 SPIRAL-2 ROYS V/11 TURNS • 3' , BCR i rows ? s• 1r. 9CN 2? I Tugs ? S• Ir. scN,2e
11{IMS ? ~ ECX ZB
C TAl 90 12 37 645 lee 17 4 762 I 116 I l 2214'x221•=3'rHcek it.b•, ,B•rwt.a'DEEP •6 SPIRAL-2 ROYS Y/e T u•r x R' i 3' SC TIA? S ? 3' 12'A SCN,28
C
BTAI 90 16 20 a 1406 140 1875 1641 35 5 101 22.6•wzz,x'wyff•rxtck u.x•, NDRE NONE Ir,sCx
BTA2 90 I6 20 12 4 1486 l4B 1875 1641 35 ~ II 101 22.5•w22.6•x31{•ixICK 12.x7 NprE NOnE 12•, 6CN. BTA3 16 20 l 1406 4 1875 a 3g 2z.e•wzt.a•-0 •TxICK 12.x•, NDIE :ONE lr, 9Cx 1r, 9CN,2/ 12•J 6CN,21
12'A 9CN,21
s
8
FOR GENERAL NOTES AND REFERENCES ORAYINGS SEE DRAMING 0%-8323-E. FRAMATOME ANP
w wurN ratan sr111Er
FRAMATDMEANP DE S 1,s, ~ N9>6 ERNr FH 003C8
DuuE POWER COMPANY
0 0 STATION W W DAM STABILITY AND PMF REMEDIAL 1A711t
A ~ POrEtiNDUSE¦ SPtLLYAY AND ABUTM~NiS
" POST TENSION ANCFEOR a a GENERAL PLAN ANp TABLE A
i 3
DESIGNER R. E.9TfFFEN9 DATE INSP. IIAIYEH DATE lA RELEASED FOR FERC REVIEW. S/2vp2 - - - ORAwN O.IL LGIfi DATE INSP. DATE
ERNrFH0003C6 CIVIL ELEC, V£fJl CHECKED DATE APPa. DATE NQ REYISIONB pRN DATE CHKO DATE AppA DATE ~NSPECTEO NOTE NO, X- Y'
4 0 0323-A e

~ - - - i / j -
-j a,. Ig7 VASNED STW[ } n~~ j s,.
IRN hb ~ ~W' / L / a - ' ' ACCESS DRIVE WILL BE REMOVED ACCESS DRIVE 70 BE REGRADED , L
DESIGN CRITERIA ~ ; ! ~ i~~ 8a CD FT ACRE ,,,f„ t,, ~ Aj gFT. N0. ~ ~ ~ / ~ ' _ ~ /a ~ ~ / R CONSTRUCTION AND T H CONSTRUCTION AS ~ RESTORED TO ORIGINAL GRADES PERYAPIENT DIVERSION DI C AFTER S W ROCK CHECK DAMS PART OF SLOPE STABILIZATION
~_pOr ACCRECATF SRE: USE Z-3 MEH wASxED STONE - 0 I V DIMENSIONS OF GRA4EL PAO -srE DuaAY / ~1 ~ ~ ~';i'~~~- = E E Of WATER -F r ~ ~ u, - ~ ~ ~ ` F } SEDIMENT BASIN
CLASS 1 RI RAP SG' Mr ~ ~ / i i v 1 FILTER FABRIC Q~O~ ~ THICKNESS: a Ixacs wxwuY I i i , . c T T, P r~~ _ ` -VV ~ ROCK FILL x ~ S'E IM.N RA r ~ / ~ \ ~
CROSS SECTIDN % f / N1DTH'. Ip FT. YINMUN OR flA,l WDTx AT ILL POIN75 K THE KNICULAR - 1 ~O ~ - ! ENTRANCE AND EXIT AAEA, NWp1EKR R GREATER q ~ ~ m ~ r ~ z,
~u. LENGTH: ao-rT YIMwuY ~ ~ ~ l ~ ~ ~ r ~ ~ -
DESIGN aVERFA,L 6' ~ / , SETTLED a,~ fDR SETTLEMENT -3, LOCATION- LOCATE CONSTRUCTION ENTRANCES AND EXITS TD LAaT SEGMENT FNOY - TDP 2 CDARSE g ~ ~ ! ,~a r., ~ ~ IEAHNC THE g>E AND To PROwE MAwISB1 unutt ev All CpISTRUCnoN KHIELES j b a m. h i a ~ ~ H,a~ - ~ F' ~ ~ i
i . T 1 FT M1H ~ AGGREGATE AVgD STEEP GRACES ANG ENTRANCES AT LURKS M PUBLIC RGADS. 5t ~ n „ J / ~ . T _ 15 r _ / 6" DEPTH MIN, b5, f I CU ~ ' ~ ~ i e /i„~j ~ i~s7 e - ~ A CUT lOP TEMPORARY r / F ~ ~ y ~ t
el slrc . ~ I SLOPE MUL EM71fdNCY ~ , y ~ ?.S;t 1 J S FT MAX FILL BY-PASS 6' BELDV J 1, ; .n ~ t ~ ~ ' cup ~ ~ / ` ~ ~ ~ I 2.511 (Tyfl k i ~ , DVERSION ~~~1/+~r , / '
1 \1A 810E SLOPE SEttLEO T~ GF DAN ! ~I ' K TE~>,1P~RARY CONS,P,UCTION ENTRANLE ; ~,js r J,i- - f ~ ~ ~h Boa= al' ~ ; _ ,_..,_J . r / ~ i. 9 ,~,,~R ~ ~ f I yt6' ice-?.
I ~ - ~ t~. -S~ ~/,'y'I•p 0.5o<e) ~ ~G66~.,.~~~ i- ~ -BAH -
TONE S CT ON i ~ ' ~ ~ S E 1 i ~ ''0 ~ ti
i N,~ I~ , r r r a INS ALL ION
\ I f Properly prepore, iertSlze and seed oreo to be coveretl before Warktt s nppkd Vhm the Market F ` , , ' I, - 1 k unrolled, nelthp should 6e on Sop and fibers kr contact wtlh the soN ovm the mtlre ar¢a In k. { Y ~ ~
dtches, oppy binMrets h the tllrection the Toter flpw5, d,ttYp thm at the ends ¢M sides oM thm - t r - IlI,_ Jf~ I ~ _ , •r~ to lln l n Ihr I 1 s , On sl es o bla Nets et a hoe zonto or vet 11 o butt rd and tk to sl ends o sides P O oP PP Y Y I' Y W¢ DESIGN CALCULATIONS CHART FOR SEDIMENT TRAPS/PITS thm slope. C,I,, 11 ~ J +IIY Jt , ~ i C', 4.~,~ . m~ Y d : i 1 I ~ ! yN r ! - / ~g--'~, " i~_:___ 516-`- - ~1 - . r g~«~ _ r l .
~ P' lil~ 'h STAPLING INSTRUGTICMS: ~N ~ II}r ' d I , I _ , - ~ ,
DRAINAGE ARE GISNRBED AR XEIR SIZE GRADING/LAYWT DETAIL Use wire staples, 091' h dkneter or greater, nl' sMped with Irps 6' lore or longer and 1' crown. j -1' ~ :~jh SEOYENT iRM APPROX. ACRE) (ACRES) umrsr' onv~aamn (FEET) SHEFT ? SNEET Slze and gauge o£ slopes used wNl vary with soP condltbng. DrWe slopes vertically hto the gourd l ( Use Four slopes ocross of the stort of each roll, For sl Yrstallotion, contkA.e to sta a of the ~~I'1~I' ~ y' ` ' I'. i ~ i ~ , - + I. I ~ ~ ~ ~ ~ -CAS--`~-`:._L_.~ r FI SLOPE + ~ _ i l - ~ ~ ~ / / ~ ~ _ 0~~----- - ~ i r,~. ) " ~ ; .:1 . 1YP.) ~ ~ ~ i ~ Y ~ ~ / S. Ate.
~ ~ 1 th of the roll at 6 ft, Intervds. For dtch Iher, sta ~I tlrl I th of the rdl nt 1 F~ S . iv- ' htervnls. Arwther row of staples h the curter of eoch MarMei~shoWd be olternately spaced belwem NS jxL~ ~ -1 /yr"~ - rD 1 ~ ~j' ~.i ~ i. + 1. / ~ r~~. % ~ Sao-~ 74?--`~ ~ ~
eoch side of the ditch slopes for tM length of the swole. Use o corem row of staples on ndplning sg O~ ~ ~ l~ r, blonkets. ~ ~ ~v' 1~0 L. ~J' a~ ~ m%; row J ~o`~ ~ - - \ +f i~ ~ '3E LIEN TRAP i.,: m - v" 1 h ~ ~
• Reference: NC Erosion Control Manual Weir Chart STONE SURFACE I ~r.' a'` ~ Typkal StnWkrg Pattern for r , J Slplr-seloaty Ditches and 1 ?0' TEMPORARY ~ , . I - I ~l. y~/-~ i i.' ~ /Aro~.o' r / y6-/ o5fi.-\-''~----"'~ -i-'-. yS5-~. 1 \,.s
a 1 t ACCESS DRIVE ` ~ , o _ l t 1 A m. o m.. A~ A Q ~ d. j - m • ~ ~ ~ ~ ~ TEMPORARY ~ ~ ~ ~ ~ „ X56 o ~ ' S~J _
TEMPORARY SEDIMENT TRAP 1 /i~,;,~; 1 l 1 CONSTRl1CT!CN , ; ~ ~ _ CULVERT ~
Use 1 stapes across of the start 1 ENTRANCE f of each rd1 and continue to staple t ~ - , / ~ ~ h / a ~ 49f / m., ~ r ~ ~ ,,o ~a~~ _ o v 6~~-~-' ~ r-- , , 1 I ,
throughout the length of the rdl at 2 fl. Intarvols. fff___ 1E?.tFORARY ROADWAY DITCH o4~'y~/X`~! % % /0ry°' / ! ~ / e 91 te'e' S~. t,
wJ ROCK CHECK DAMS i m iwa OVa<e SwlaN M '1 m
a w as . oaa , ~ ~ ~ a1 r{ ms euar~ ~ rnmvw kA»r I aro. f r ~
„ ~ P1IATTIN~ DETAIL V ~C ~1 l ~ l ' n.w~ on eve. arA/ r ~ o ~ f t~ r o ~ a
I aria 1 [IfV H1dA I 1Y LIe1CC 1 a[V 9K.00 Pp bttw+ ~ ` r ~'b. I I»M AxrwF Mv. W01 ~ _ r ~ ~ ~ + I, ~ - ~ l- + ~ ~ i / 4 o
~ I a~lezs 1\,. ~ / r,
_ ~ A S ~.9
i AraN Ib. ~ 4 25 00 100 1a0 ll 1. I I ~ - - a L „P~ I: I'm -I 4~ r,SC6 - ~ I ~a,
SEDIMENT BASIN DETAIL 3 3' 3 ~ ' 8. I, / - ~ , ! ~ S6 ~S ' h.. BBL I~ ~.~r., / : 2' ~.:~I., 1. 10+ I
~C~Ll7N FLIT ~ ' t
- - - I
i w'•""' r I acct I nP aw Iw 11eLK I - I I_ I I I PVl STA = 0+50
oloacCxcrvatvAT III I III I I I PVI ELEV = 883,74 roA n arM r,. eT Ll~l"~r~l I A,D, _ -7.38 HORIZ, SCALES i'=50' VERT, SCALES 1'=5'
' K = 10.00 EXISTING GROUND AT C/L
EMERGENCY I I E- 73,8134' UL SPILLWAY PROFILE TYPICAL ROADWAY DITCH ~~34` U~ E.G. 15' LEFT pF C/L
H E.G. 15' RIGHT pF C/L H
I O y Ttp a ~ j
I I ~ o ~ I I 5A r t1
890 i' l:r _
> > m ro, ~ ~ ~ N' , ~ ro j ~ ,
SPILLWAY CROSS SECTIDN AT CDNTR0. LEVEL fill dirt j ~ w's I (2.51 slope) ~ L7'.__._.._ 20' Ir glare bast
wl I ~ r I
SEDtv91ENT BASIN
stone fill ,,\e ' 880 . __.r... ; - _
G ~ I ,
Section @ Water , - LOW PDINT ELEd 854SO
_ . _ ,.~tr,_.. i LpV PDIIJT STA = 4;+08.61 HIuN Fp;NT ELEV = 857,83 ;
te• _ ~ -PVt STA =~3+9fra7 _ -'n- i_ _HIGH ~PTIINP..STA 6+17?q , , , PVI ~LEV = 853,68 ~ Pb'L STA = 6+23.16
e• A le' stare hose •I + ~ A.D. = 1L12 PVI ~~ELEV = 858.08
'I FRl dirt " ~ ~ (2.51 slope) ! _ ?K=10.00 A D. _ -4b7'
tug g•J I ' 870 _ _ _ _ BBP-&P A I
~ 45,b7~2' VC,'
SECTION VIEIf LOOKING UPSTREAM T i c a l F i l l S c t i o n l m
NOTE: Y P e KEY STONE INTD THE DITCH HANKS i _ _ F ,ND EXTEND Ir eEroND THE A&1TMENrS _ _ _ m ~ ~ o ~ ° ? ~ ~ I rt
A IMNMUAI OF te• TO PREVENT O1ER 2.51 slope fL01Y AROUND DNA. 02' stave base u ~ ~ Ul W + ~ v ~ ~ ~ i c N
Flpt v m a) War i ,
~ 860-_._.... , a~ rr „,a I ~ ' V V i + ~ I I
I., - T ical Cut Section W I" I }
I YP I ' '/4%+: l I ~1 ~I I
B-n _ _ _ _ _ _ _ _ I - _.T _ _ _ _ . ~~537 _ _ ~ , ` ; ` ; ~ - ~ ~ ~
SECTION A - A I _ r r% fl I i r I , , `I
ACCESS ROAD DETAIL + f ' I
E Aso _ _ _ _ _ 'L' ~ THE DTSTNICE BETWEEN EOllll ELEVA1pN5 AT pOMTS A $ 8 i i / I ~ V' i
/ I I
I ~
I PANT 'A_ _ _ _ POINT B - I I I - - - - COMPACTED B[RN x `~,M~AN HI6H WATERS 845.5x' , , a, - t - _ ~ - x,
, I I I I HI f'- - NAMSN Gt~E i
r N!~ GRO~D r I
i SPACING BETiPEEN CHECK DAMS 24' I i ~ + i ~ i
q~,' _ _ _ I 840 +I I r ~ ~ I
ROCK CH~~,K DAM a ` I i
I Y I I WI W i , •
D + _ _ k>. - - _ _ _ . , . , \ _
~ TEMPORARY DI`JERSION SWALE ~ ; U
I i
DATU% ELEV
830.00 SURFACE STABILIZATION MEASURES B' NAx. ~ D1 D ,p i~ m 4 ...N mCl ~p V o.. ti{p ti("J On 0.. O~ O N M N ~ N T• D CJ N N ~ o ~ {n 0] ,.D xA f7 a` ? i') ~
Seeding will be completed immediately following site v n ~ ~ N ° of r? vi redanntion and prior to project completion. Temporary m,~; m'~ W~ m oi? vii o~ ~i~ ai? off, dui v~ n~~ a~ cN v vG v' v N V N N In ` ? O. d' to Cl fh (h a ~I~ m~ W'.L W~ mU, ~N ~In X117 ~Lrl ~Ifl ~U' ~N ~Ifi 03~ COUP C0~ W
or intermediate seeding, mulching, matting, or other ~ I surface stabilization measures will be placed on disturbed N ~ W 0) ~ p CO N W W O7 W fp rI] OJ ~ I
areas fallowing Initial soli disturbance. Prior to seeding, al! surfaces shall be scarified to a depth of four to six ~ 0+00 1+DO 2+ 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 i
inches to enhance seed germination and help impede __L__ _ stormwater runoff. I I j ~ ~ I i + i
Seeding mixtures will be taKared to site-spedfic ~ I ~ C I conditions, steepness of slopes, climate, location, and ~ m ,
efevatlon. Typical seeding guidelines are as follows I z', 'I I I .I I February through mid-Aprll ~ i Jai 'i I I
Ky-31 Tall Fescue 50 Ib/acre _ y I ~ + _
Sericea lespedezn (scarified) 30 lb/acre ~ ^ --1-~- j Kobe lespedeza i0 Ib/acre I ^i I I c f ! T~ VI o' C{ ~Di CTI f)~ P'i R 4'~ (_~I f*.( VI Cpl f,1
Mld-April through July srEEl PGST mores cl ;I t~' c~ ~ Common Bermuda grass (hulled) 1D Ib/ocre L rnra rAerrc S1w11E NBtKT loo rAOAtC a ,m DTI ~I '.I ~~I •il+ v?1 nlj ai Uil In! a'~; Vtl r, C)I r ^JI ? u~, ~7r~ 7~' ;,J~ `ii; :~I ti01 ~i9':~ G~~ l0 CJI `f~` u'1~ u.'
Ky-31 Tall Fescue 40 Ib/acre EouvALEMr, vrM A Im+RIM vTBTx s 3r. ~;I c~f ~xrl a Sericea lespedeza (scorified) 30 lb/acre z Pmts slYli IE A xAaxlt v r ~ i i f ~~l____ ~ t ~ f j 1 ' I i i _~.--U-- ' _'._~-V_-~-------~-~_._.__. ~_~_~_~.~r- ~ '
Kobe lespedeza 20 lb/acre a STIFL earn seu Pw.cct - fN]LITAIE FASiF)0G FAERIG i
Au ust thrau h Januar F1LttR Poseur A rocE rorcu a N.Nr rn g g Y ~30' MIM VIDTH Ky-31 Tatl Fescue 100 Ib/ocre Sericea lespedezn (unscarified) 40 lb/acre
Kobe lespedeza 20 lb/acre ~ R
Nurse crops nay be added to aid the establishment of
B permanent vegetation on steep slopes or other problem W coNPACTEB sou Arens. General guidelines far nurse crop seeding rates are as followsr i'; B
May through mid-August ~ 400 SOUTH TRYpN STREET J P.p. BOX 37916
German Mplett 3 Ib/acre _ .'/l Mid-August through April I "'.r `,J C,%j~s~ i "~'1 / ;Ilelj~~ CHARLpTTE, NC 26202
R e rain 15 Ib/acre I - .v~ ALTERNATE INSTALLATi~N Y 9 ~ I I ~s~~~ti~a~~~,'~~~ ~ n~~J.
II I I ' In the absence of soil tests, fertilizer and lime will f generally be applied at the following rotes i - (
I j 19-19-19 Fertilizer 400 lb/acre ~ DUKE PpWER COMPANY
Ground agricultural limestone 2000 lb/acre ~ i Liquid lime or alternative fertilizers may be substituted I CXF~~RD HYDRA STA-ICN
in various situations, Mulch or matting shall be applied to alt seeded areas to aid in the establishment of I ~x w TEMPCRA,FY ACCESS DRIVE
vegetation and help impede erosion. Vegetative mulch, i typically wheat or oat straw, shall be applied at the nw1pa"owa ~ ' GRAD'Nu & CRUSIG°J C,`,-ivTRGL PLAN
rate of 3,000 to 4,000 ab5/aEre, SILT FENCE DETAIL q ~ A Q Q
STABILIZAT!CN MEASURES 3 3
DESIGNER R.N. VELTRI DATE 6/21/02 INSP. DATE
RIG FOR FERC SUBMITTAL 6/24/02 - - - - DRAWnt C.M. KRAUCUVAS DATE INSP. DATE
C- R ~ PF CfAI CHECKED DATE APPR. DATE ND. REVISIONS DRN DATE CHKD DATE APPR DATE CIVI ELEC. MECH SCALE REV.
cfa rurnrrrcn nlnTnr DWG . NG . (1
--I I I 1 I I I I 1 I u 1 1 v I