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HomeMy WebLinkAboutNC0024406_MAPS_20090902;.m 12" INSPECTION PORTS FISH RETURN TROUGH TO RIVER INNER,�;�;�, ® ON 10' CENTERS A„ ������� DewberryTRAVELING WATER PUMPS . SCREENS W� FISH Dewberry &Davis, Inc. r 551 PINEY FOREST ROAD COLLECTION DANVILLE, VA 24540 PHONE: 434.797.4497 p e FAX: 434.797.4341 .d • ° q; ' e •• c e n d, p d I •d ; I q e � °• • d •• u • • p' ' °p ° � . • ed ' ep a d ° p p .°• d•.. p., °d. I I •° 10' DIA. VELOCITY CAP (TYP. OF I 2) (SEE SHT. 1 SITE LAYOUT FOR ORIENTATION) I I e e•. A � t111L . –� — — — — —— e� — ----i I —e— . e p II e p,d I III I •• • p II '. I I I I ' a p • I I I � .: • PIPE SPARGING-i � �• / � •. . RINGS .e I e p I' ' ° BAFFLE .0 .. 4. f A d q• e . d q .p• I P. e C I II SEDIMENT TrT e q d SEDIMENTATION POND SEDIMENTATION POND l p•'d •q , REVI DATE JOB NO. PROJECT TYPE DES I DFTR CHKDj ENGR APPD DESCRIPTION Duke SCALE: 1/81=1'-01 DES: RSE/DAH q II ° Tr. p A p d JOB N0:50017459 CHKD: DAH FOR PERMANENT PUMPING STATION PLAN VIEW . .• e Q a. DWG SIZE 'p d q d°• p l I e FILENAME: 2008.10.16 - F -WATER BUTTERFLY VALVE (TYP. OF 4) /—CHECK VALVE (TYP. OF 4) fid.- � �• / � •. . .e I e p I' ' ° .0 .. 4. f A d q• e . d q .p• I P. e C I II SEDIMENT TrT e q d SEDIMENTATION POND SEDIMENTATION POND l p•'d •q , REVI DATE JOB NO. PROJECT TYPE DES I DFTR CHKDj ENGR APPD DESCRIPTION Duke SCALE: 1/81=1'-01 DES: RSE/DAH q DWG TYPE: ACAD DFTR: MWC ° Tr. p A p d JOB N0:50017459 CHKD: DAH FOR PERMANENT PUMPING STATION PLAN VIEW . .• e Q a. DWG SIZE 'p d q d°• p l I e FILENAME: 2008.10.16 - F -WATER APPD: RSE e e . 5 d: 'q 11"x17" GATE VALVE (TYP. OF 6) 90' EL (TYP OF 12) r - E L 11 E 30” MANIFOLD CONC. PAD I41A Ie 1 �. q •p I w p .a •.a e'. a 9 .. I I I p ' d q• e . d q .p• I I II SEDIMENT TrT SLURRY TO—/Y SEDIMENTATION POND SEDIMENTATION POND l � DECANT RETURN , REVI DATE JOB NO. PROJECT TYPE DES I DFTR CHKDj ENGR APPD DESCRIPTION Duke SCALE: 1/81=1'-01 DES: RSE/DAH TrrLE BELEWS CREEK PERMANENT PUMPING PROJECT DUKE POWER BELEWS CREEK, NC DWG TYPE: ACAD DFTR: MWC PdkEnergy® JOB N0:50017459 CHKD: DAH FOR PERMANENT PUMPING STATION PLAN VIEW DATE: Rev. JULY, 2ooe ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F -WATER APPD: RSE ANSI B 50017459 5 11"x17" IIII � I / / 111111 i VIII► / I I I l 1 \ \ 1 1 11 \\ \\\ \ \� \ \ �� \\ \ \\ L� ► I I \ 1` 11 1 \ 1\ 2 j,�CCE s D I IIII ► I m I J 1 , I I 1 �� \ \ \ �- _0�.- 5'Cp , � �:��� II II , >> 1111\ �, >>\\ \ I \\`\��\\\\ I I IIII I I ••�� I � � I I � / ! 1 \ \\ \\ \ ` , \\ \�, .', I i ILI \\\ �\ I ► / 1'7' / 1 i �� \ \\ \ \ \ `hlwi4\ \o� cEA Vdf ' / , / FR� % 0 1 I III 1� 0Y �1It 00�"FENCED/\RE NE��✓i/I\\ \ \ 1 �T�TIO\ \ \ \ \ \ \ ��� , 1 I I IIl�,�\,\ �15`4 X1 E� �TR�ALSUQ.STATION// J \/ I� / \ \ \ SU STAION ROAD //'y5 EL :\ 60'0 LIMITS OF )CL A I N 0,Ar ---- — (APPROX. 150 FRO\ LOT EDGE) E4160 V I \ LECTRICAL \\S RVICE LINE / (1/ �• \ \ \ I , I , / / IST 44kV ► ► 1 \ SBCT. z 1 1 STAno\�TR NSMIS ON 1� \ N CAI 414 kV E E R�— / \ �\ / / ER\ E. TO S as 1111 APP'( \LIMIT t 1 ILEA Lf�G J I l ! (1 / I I �o SERVIG� / APPY 3o �V � I IL111 I i � I I � c I I I � � I I 1� I I I� i \ \ \ � ` \ \ �' r �1111�► (� � ` I ( I � ( � ( \ \\.\ FILL OREI r,1 // APRR X. L1.M TS 1F 1 Illllll I 1 \ \\\ \ L \\ \ Iq �,�/ 1CI\EA ING� (`APPRO� 60 )� PROPOS�D MCC \ 111\\ I `i I 1 I 1 BUILDINGS\�\ ,� \ \\ \\ \ \ 1 1 \ ,, \ \ \ \ 1 11\ ING, El1 C1�R�CAL1 1 I \ ) 1 , I i 111 1 1 l (\ \� �\ \ / II \\ \ \� \ V �\ QQ� Nfi A p\ LAM ITS I J I I I 1 \ \ \ \ \ W\ \\ \ � QFC �EAR�`N \ \ I i I / / I ► I I I cYT1 O�E� 1\ \\\ \\�\\\ \ \\\� 1 �\\\\ ` I I I I ((� I I ►III 1 1� �� �--� 1 \` \11 1 I II 1 I \ \ \� � \\ \ / � , � III I IIII .,. `� � ► � � ) 0 1 I o 200; 1 �v \\ E.\ 11 - `�occ_ \\Y\ lIl►1 ► 1 1 17 �c( I 1 I l , \ _ \ REVI DATE I JOB N0. I PROJECT TYPE IDES IDFTRICHKDI ENGRI APPD I DESCRIPTION SCALE: 1"=100' DES: RSE(DAH TITLE BELEWS CREEK PERMANENT PUMPING PROJECT Duke DWG TYPE: ACAD DFTR: BMS DUKE POWER BELEWS CREEK, NC Energy® JOB NO:50017459 CHKD: DAH FOR ELECTRICAL SUBSTATION AND ACCESS DR DATE:NOVEMBER, 2008 ENT : RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.11 .04 - P-ELECACCESSDR APPD: RSE ANSI B 50017459 6 1'1"x1T Dewberry Dewberry & Davis, Inc. 0' 20' 40' 80' 551 PINEY FOREST ROAD `C DANVILLE, VA 24540 a�•d,,3+�'0� FAHX:434ONE:.797.4�7.4497 0 OirJ �i�" SCALE: 1" = 40' xv 1111 llw� -17 =`-670 675 0WATER SURFACE ' ELEVATION =721.1 t (OCTOBER 7, 2008), \ \\ 9��_ROP_ RAP X� LW SIGN FROM PUM TAN T SO DATE I JOB NO \\\`\ \ `ROR`DSE-�U ER - - \_-- 8.`DIF�I�'SERS= �(V� SON - R€TE-- IG -6690-.0-- -_ — ifVS.=L-7CKE� i''! r : fes ly �\ 3S�- Vk i Ar,�p'S GRAVEL ROAD_r-- PROJECT TYPE DES jDFTR CHKDj ENGR APPD DESCRIPTIONSCALE: lwDuke d?Energye 1"=40' DES: RSE/DAH BELEWS CREEK PERMANENT PUMPING PROJECT DUKE POWER BELEWS CREEK, NC DWG TYPE: ACAD DFTR: MWC JOB NO:50017459 CHKD: DAH FOR DIFUSSER SITE LOCATION DATE: OCTOBER, 2008 ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F -WATER APPD: RSE ANSI B 11 "x17" 50017459 7 ( r r - • r0 rr ;, .- +,V ,w,-, s' •• !.' ,. �, '- �+. , 4,., .. -.. r .; �,..., 8. 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O� -- .,.. ,:` -.. -', ... , ', ..-, , ,c,, :: - ,.' i s • 9rei;• •. - r. • o o e ..•` s •. ! _ •� : _ j :e • `r • ...• • • • • r b ' i ..�q), e ..:.,�_ 58.9 " - � � • • • • � • • • . �, r, • • • - •. -i '. - d f . m o•• s, • ® • - % •. - 3 , - -• • • ,e f b-,.+ • p� ' o • f • o • • r A e s r' CST r - `RASUE RIDGE`RQ --• AM `' ,. �,. „ E LINE cP � � • `E-�- H L C AS - ` U I B - '.13089. - '_ ., ,:,,'. , , ,., �; ' b r +• • • :_s o • "• f ;� -.r • • • • • ♦ • • • • r s • o a • • • • s s :.�`^'"'� REV DATE JOB NO. PROJECT TYPE DES IDFTRICHKD ENGRI APPD DESCRIPTION SCALE: AS NOTED DES: RSE/DAH TITLE BELEWS CREEK PERMANENT PUMPING PROJECT DUke DWG TYPE: ACAD DFTR: MWC DUKE POWER BELEWS CREEK, NC PdwrEnergy® JOB NO:50017459 CHKD: DAH FOR FEMA FLOOD MAP DATE: JUNE, 2009 ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F-WATER APPD: RSE ANSIB 50017459 8 Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 DATUM: DESIGN ELEVATIONS TOP OF BANK = 578.00 TOP OF PUMP STATION STRUCTURE = 588.00 BOTTOM OF PUMP STATION = 541.50 BOTTOM EXCAVATION = 538.00 LEGEND C1� CONTOUR E.O.W. — 562 CONTOUR 561 — E.O.W. CONTOUR 560 — 561 CONTOUR 559 — 560 CONTOUR 558 — 559 CONTOUR 557 — 558 CONTOUR 556 — 557 VELOCITY CAP #2 E.O.W. 561.0 OF O' 20' 40' 80' Rf:AI F• i° - A01 45' BEND FINAL RESTORED GRADE 2.5:1 SLOPES i '�(TYP.) � c�2 45 BEND �� G ;AVEL �\ 45' BEND= FISH RETURN C70- i x`22.5%BEND E OF WATER LIMITS OF CONSTRUCTION PUMP STATION N\W'3 — — — _� OF WATER 2:1 SLOPES 30'x120' PERMANENT SEDIMENTATION POND Q'0. N DISCHARGE TO PUMP STATION CPUMP DISCHARG --' --MANIF_OLD_ — 0 REV I DATE JOB NO. PROJECT TYPE DES DFTR CHKD ENGRI APPD DESCRIPTION SCALE: 1"=40' DES: RSE/DAH T LE gELEWS CREEK PERMANENT PUMPING PROJECT Duke DWG TYPE: ACAD DFTR: MWC DUKE POWER BELEWS CREEK, NC PohrEnergy® JOB NO:50017459 CHKD: DAH FOR PERMANENT PUMPING STATION SITE LAYOUT DATE: REV. JULY, 2009 ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F -WATER APPD: RSE ANSI B 50017459 2 11"x17" *Ato Dewberry' 0029- �9,. Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 PHASE II EXISTING GRADE TO BE REMOVED FOR 42" SUCTION PIPING AFTER BACKFILL OF PROPSED PUMP STATION APPROX. ELEV. = 566.00'± W.S. DURING SURVEY = 561.00'- -� 266 C.F.S. ® WENTWORTH w INV. = 557.00'± LOCAL ROCK REMOVAL- ® VELOCITY CAP OUT TO DEEPER CHANNEL ROCK DATE I JOB NO. I PROJECT TYPE IDES IDFTRICHKDI ENGRI APPD d• c d d d TOP = 588.00' (100 YR FLOOD) ° 'd 4• 25' MIN. SET BACK 25' MIN. d ° EXISTING GRADE = 578.00' a -� C) iv%\ CV QO •�//\//\//\ �o l �`i\\i�\i�\ice\i\\ice\ � `f\\' \ � \ \ \ �o y�� JA tiny \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/ y `, \ \ \ ° \//\\\//\//\ \\\�\/��//�\\\ \Z. \ d NNN \\/ RTHEN�j\\j\\j\\j\\j\ 10 —0 MIN, WORK \AR R• MATERIAL' // // �/ �/ // . % \ \ - - --- BE \\\\ \\ \\ \\ \\ \\ TG DETERMINED r F\T � .. \ ' - - o GEOTECHN CA\ SURVEY) ° 2. 2. 0 0 \, `. =0 00 e e 42" 0 0 \N\,\ ROCK \\ DESCRIPTIONSCALE: Duke P(Energy® N.T.S. DES: RSE/DAH IITLt BELEWS CREEK PERMANENT . DUKE POWER BELEWS PUMPING PROJECT CREEK, NC DWG TYPE: ACAD DFTR: MWC JOB NO:50017459 CHKD: DAH FOR PRELIMINARY EXCAVATION PROFILE DATE: OCTOBER, 2008 ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F -WATER APPD: RSEANSIB „.X„" 50017459 3 Dewberry" Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 W.S. DURING SURVEY = 561.E 266 C.F.S. @ WENTWORTH INV. = 557.00'± BOTT. = 550.( 2mm SCREEN W/ FISH RECOVERY (4) 25 CFS VERTICAL TURBINE PUMPS TOP = 588.00' O VIII (100 YR FLOOD) I I N ,. • a .e o, °,a• 'e a 30" MANIFOLD 'a• •• e I I e- . GRADE = 578.00' °,. I I — INV. = 578.50' INV. = 575.00'�- REVI DATE I JOB NO. IPROJECT TYPE DES G °• ° e a \ ° \ °. a ^ �o I I e• • e i I I FLAPPER CHECK VALVE - T ° BOTT. = 545.00'± • e d a °• •; e -JA BOTT. = 541.50'± e°.. ° a 'd a 'd a. e. AIR SPARGER SEDIMENT PUMP 0 ENGR APPD DESCRIPTION SCALE: 1/8'=1'-O° DES: RSE/DAH TITLt BELEWS CREEK PERMANENT PUMPING PROJECT Duke DWG TYPE: ACAD DFTR: MWC DUKE POWER BELEWS CREEK, NC (Energy® JOB NO:50017459 CHKD: DAH FOR PERMANENT PUMPING STATION ELEVATION VIEW DATE: OCTOBER, 2008 ENGR: RSE DWG SIZE DRAWING NO. SHEET NO. REVISION FILENAME: 2008.10.16 - F -WATER APPD: RSEAN:Sc1 B 1 50017459 4