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HomeMy WebLinkAbout19970084 Ver 1_Complete File_19970304State of North Carolina Department of Environment, Health and Natural Resources • • Division of Water Quality IL James Hunt, Governor p F= H N F=1 Jonathaa n B. Howes, s, Secretary A. Preston Howard, Jr., P.E., Director March 4, 1997 Anson/Richmond County DWQ Project # 970084 APPROVAL of 401 Water Quality Certification Mr. Joel Kamya, V.P. Carolina Power and Light Co. Fossil Generation P.O. Box 1551 Raleigh, NC 27602 Dear Mr. Kamya: You have our approval, in accordance with the attached conditions, to impact waters for the purpose of conducting maintenance at the Blewett Falls Hydro Plant, as you described in your application dated 24 January 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers 3127, 3114 or 3110. These certifications allow you to use Nationwide Permit Numbers 3, 33 or Regional General Permit 198200277 when they are issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919- 733 -1786. _ Sincerely, I n How ar , r. P.E. 1, Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Wilmington Field Office Fayetteville DWQ Regional Office Mr. John Dorney Central Files 970084.1tr Division of Water Ouality • Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 -733 -1786 FAX # 733 -9959 An Equal Opportunity Affirmative Action Employer • 50% recycled /10% post consumer paper CP &L Carolina Power & Light Company PO Box 1551 Raleigh NC 27602 Mr. John Dorney N. C. Division of Water Quality Environmental Services Branch 4401 Reedy Creek Road Raleigh, N. C. 27607 RECEIVED JAN 3 0"991, ENVIRONMENTAL SCIENG0 January 24, 1997 Joel Y. Kamya Vice President Fossil Generation Department 919 546 -7428 31 UJ Subject: Maintenance of Headgates and Intake Structure at Carolina Power & Light Company's Blewett Falls Hydroelectric Plant Dear Mr. Dorney: Carolina Power & Light Company (CP &L), during routine inspection of the Blewett Falls Hydroelectric Plant, has determined that maintenance of the plant's headgates and intake trash rack structure are needed. Tile maintenance will require that a minimal amount of debris and sediment will have to removed to facilitate the placement of a cofferdam which will allow units to be individually isolated and dewatered. The maintenance work will take approximately six months, but the debris removal will require only approximately 1 -2 weeks. CP &L is seeking agency approval to conduct this dredging. Following is a detailed description of the maintenance work. Tile Blewett Falls Plant and Reservoir are located on the Pee Dee River (Attachment 1) near Rockingham, N.C. Tile powerhouse is located on a relatively short canal, which was excavated when the plant was constructed circa 1910. The plant consists of six hydro turbines and generators, with a total generating capacity of around 22 MW. Water from the reservoir passes through trash racks set in the concrete - walled intake, into a small intake bay on each unit, and then into that unit's 17 -foot diameter penstock. For routine inspection and maintenance activities, each turbine penstock can be individually dewatered by closing that unit's headgate, which shuts off the flow of water into the penstock. Maintenance of the headgate and intake trash rack structural support components requires the temporary installation of a cofferdam to allow dewatering of the intake bay. This cofferdam is placed between the concrete piers in front of an intake bay, which is then dewatered for the planned maintenance work. The "footprint" of the cofferdam on the canal bottom is approximately 40 feet long (across the front of the bay) by 5 feet wide (projected away from the front of the bay). Mr. Dorney 2 January 24, 1997 Prior to the installation of the cofferdam, it will be necessary to remove any debris from the bottom and immediately in front of the bay to allow secure placement of the cofferdam components. We anticipate that debris will actually have to be removed from an area somewhat larger than the area where the cofferdam will be placed, to ensure that it can be tightly seated against the bottom, and to minimize slippage of other debris into the cleared area. We have obtained soundings in the area to be excavated for debris removal, and as shown in Attachment 2, have indicated an assumed excavation profile for use by the contractor. The debris is expected to include significant quantities of stumps, tree limbs and leaves, and man -made materials, as well as sediment. It is extremely difficult to estimate how much material will actually be removed during the proposed excavation because of the debris consistency. However, our preliminary estimate is that the debris volume excavated should be in the range of 500 to 2000 cubic yards. The maintenance work for the Blewett units is scheduled to begin in April and extend until October of 1997, so that the work can be performed during the period of normal low flows. However, the debris removal itself, which will be done upon project initiation, is expected to take no more than two calendar weeks. We would note, however, that should problems be encountered in placing the cofferdam, or should high river flows deposit additional debris in front of the intake, some additional minor "cleanup" debris removal will be necessary. CP &L anticipates that, because the majority of the debris will be "woody" organic material, there should be minimal visible increase over the existing solids loading in the river. Also, since only one unit at a time will be taken out of service for maintenance, flow releases through the powerhouse will continue. For these reasons, plus the short duration of the debris removal, CP &L believes that there will be minimal impact on the downstream fisheries and water quality. CP &L would appreciate the Corps' review of the proposed headgate maintenance for approval under one or more of the following permits: Corps Nationwide Permit No. 3 (Maintenance), Nationwide Permit No. 33 (Temporary Construction, Access and Dewatering), Regional General Permit No. 277 (Dredging Within Manmade Basins and Canals), and /or by letter permit. Additionally, CP &L would appreciate the NC Division of Water Quality's concurrence under the 401 certification provisions. To that end, Attachment 3 contains CP &L's Pre - Construction Notification Application. By copy of this letter, I am asking that the N.C. Wildlife Resources Commission and the U.S. Fish & Wildlife Service also review the proposed headgate maintenance. Thank you for this consideration. Please contact Mr. Buzz Bryson in the Environmental Services Section at (919) 362 -3551 if you have any questions. Very truly yours, oeQ -f � ►� Joel Y. Kama y JYK/wtb Attachments C. Mr. F. T. McBride Mr. J. M. Hefner NORTH CAROLINA 0 s 10 20 SCALE IN MILES IM _11 _ t LOCATION MAP YADKIN —PEE DEE RIVER PROJECT CAROLINA POWER & LIGHT CO. C.) W Jf I 1 1. tall lio o l�A`. • A 0\jr P.P 1 C l GRAVITY DAM. 6i1 w l) • ' C 0 fill AV[1.01 MLIO T. o r fllT lON a% � X f ,/ . a - � ELImO- EL*30 — �•.iiw vim � EL W O " EST n. i•s.o '0,01'E' I.cr TE3L9D11 _ Eooll a i0r rust cwc- - r7'j - - - �[L.Of•06 TIDES- i -_ r011Q011.1 Tilt �3• X-rY IRIS YO 42. •3 � —IS NOp:2. S 3 uO ELnsT ` ��� pR �_Or91CrG �� IDRS IG E +n ••! i trr� ] I so c Tf�MSFOIOP. 3 • f0 _E • -p.000 RYA II bCTCLE I1OL6 SIMtI � _ � _C• PLrs 34. of F7 —• �•— � lOr RTlll EL RO pIIET t11E ORYT TIE �� M*B T L +/�fR� SIEET y Q Of TrE •/RYfW n. wr -- Ea.wE n ------ ulps• R • lrMi tLYUr I�p(� c/�v{ �y� H�pyp�Erpl� ��ryy �� 60XC l NO. -N R TH CAROLM YOIR1 -IEE 0[E pVq rIlO.RCT tEIIIE]T ply$ MED. tprEDpR Clp{ -1610r CAROLm POWER 8 Lm;w compAw G -14438 NC DEM WO ENVSCI Fax:919 -733 -9959 Jun 5 '96 8:49 P.04/08 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): PRE — CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERWITSI THAT REQUIRE: 1) NOTIFICA'!'ION TO Tm COMPS OF amanazas 2) APPLICATION bolt 9ZCTION 401 CZRTIFTCATTON 3) COOJOTMATION WITH TZZ NC DIVISION Or COASTAL b01ZO�QNZ' SEND TIC ORI021AL.AND 11Y COPY OF THIS CCNPLZTzD FORW TO THE APPROPRIATE FIELD OMCTi. OF THE;. CORPS OF IMOINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOUM- BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEA E PRINT. 1. OWNERS NAME: CIAROL-IpJ A�>owc=�Rf- L,GHT CVtOANy 2. MAILING ADDRESS: ?? 0 . _&x ( 5 5 1 SUBDIVISION NAME: —' CITY: 'RALE(6H STATE: N C ZIP CODE: 2"1 (o ©2. PROJECT LOCATION ADDRESS, INCLUDING SUB IVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): �Fy4e -rT I�y�R01- �t- l�LT21C. �t_AIJT �T �.� CjS� L��'8 , I.- 1LESVILLE��C 2509 �E► 3. TELEPHONE. NUMBER (HOME)!: Cq.Lq.�O_D2.5(o (WORK) : (lq (9) 3402 -355 1 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORAT E OFFICIAL, ADDRESS, PHONE NUMBER: MR- _,Y�qEL KAMYA. v1CC-, P(ZesIUtN7-, Ga,,jEAAr /oV 1� 0• TeX i55 t� �AL (GH , N C 2'l4c,0 2- (q!9) 54(0- 742-8 S. LOCATION OF WORK' (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: AN50N 1V1G4-4MOND NEAREST TOWN OR CITY: iz0cKlWGf4AAN __._¢ g L, L. G 5 V 1 L L.. E �NoNtr I�uM(3ECS ARE r ©a -PERM/7-7-YA16 CoNTACT/ Mee • loin T. (T3N z.zi 1: RY SON 1 NC DEM Wo ENVSCI Fax:919- 733 -9959 Jun S '96 8:49 P.05/08 SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): S-r A,-E �EGcO N bA f'c. i� 0AD Z_24 T 6. IMPACTED OR NEAREST STREAM /RIVER; �EE 4�EE �f �EIZ RIVER BASIN: \/A-D K % ,v 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA) , HIGH QUALITY WATERS (HOW), OUTSTANDING RESOURCE WATERS (ORW) , WATER SUPPLY (WS -I' OR WS -IT)? YES [ ] NO P] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED'WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA-OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO DC] 7c. IF THE PROJECT IS, LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST-OF COASTAL COUNTIES) W13AT IS THE LAND USE PLAN (LUP) DESIGNATION? N /A 8a. HAVE ANY SECTION 404 1PERMITS BEEN PREVIOUSLY:REQUESTED FOR USE ON THIS PROPERTY? YES i..] ! NO (X1 IF YES, PROVIDE ACTION I. D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL, PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES- f- I - NO.--t)o IF YES, DESCRIBE ANTICIPATED WORK: NoNE A NT(c(PAT -Eb 9a. ESTIMATED TOTAL. NUMBER OF ACRES IN TRACT OF LAND: AJJA 9b. - ESTIMATED TOTAL NUMBER OF ACRES-OF WETLANDS LOCATED ON PROJECT SITE: A 2 NC DEM WO EWSCI Fax:919- 733 -9959 Jun S '96 8: SO P. 06/08 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: N ]A EXCAVATION: A) /A FLOODING: NIA OTHER: "1 1A DRAINAGE: NIA TOTAL ACRES TO BE INPACTZD: ETLRnrDS /M PACT lab. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): IJWGTH BEFORE: lj /A FT AFTER: Y 1A FT WIDTH BEFORE (based oR normal high water contours): A) 1A FT, WIDTH AFTER: 1J JA '(Na WORK 1N STiZ AMC Ajat) AVZRAG9 DEPTA BEFORE: _ ^CIA FT AFTER: N IA (2) STREAM CHANNEL IMPACTS WILL RESULT FRQX: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: I-JJA PLACEMENT OF'PiPE IN CHANNEL: ^J JA CHANNEL EXCAVATION: N I CONSTRUCTION OF A DAM /FLOODING: A/ A OTHER: DegR%S i2EMovA L /N CANAL FoR G—r RtAc.Tt1 p-E M R /rJTE:A)ANC.c 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT j T E. SIZE OF THE WATERSHED DRAINING; TO THE POND? /�(! WHAT IS THE EXPECTED POND SURFACE AREA? AI IA 0 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EOUIPMENT. TCi BE: USED (ATTACH PLANS: B. 1/2" X 11" DRAWINGS ONLY) : PRopoSEl�' Wo1zK (Nvo%-vtS ET321SRe.MOVAL. FROM MAAI-MADF- A N A L- LAS 114 G I� R. AG 1- I N E O L___C. L A-nA SWELL- 13. PURPOSE OF PROPOSED WORK: AL -OW RISE OF C.OGFLrRDArY� FQR MAIAITGNftf4C,E QP' 14E:P.hQ;ATEt 9L /61T -A6E !STRIAC-ZLA R'E 3 NC DEM WO ENVSCI Fax:919 -733 -9959 Jun 5 '96 8:50 P.07i08 14. STATE REASONS WHY IT!IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): N0 Zrv\ PAc -r IM W E: Ti.-." D S kA&k K I 'ZS )/Q OPEN CA~NA�L, MA'rcE7`21A w SEII OF ON 4ICGH GlzQuNI> . i 15. .YOU.ARE.REQUIRED.TO CONTACT. THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/'OR NATIONAL MJ►RINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES -SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT -AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: S'9** COPY Qw rAts I_armp2 (ATTACH RESPONSES FROM THESE AGENCIES.) , 16. YOU ARE REQUIRED TO CONTACT THE -STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES. IN, THE PERMIT AREA WHICH HAY BE A FECTED BY THE PROPOSED PROJECT. DATE CONTACTED: fA 17. DOES THE. PROJECT •,INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [I NO 'K (IF NO, GO TO 16 ) a. IF YES, DOES THE - PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE. REQUIREMENTS'OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ( I ` NO I I . b. IF- YES, HAS - THE,- - DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ I NO t I IF ANSWER TO 17b 33 YES, (THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DI�TISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.: CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 21603 -8003, TELEPHONE (919) 733-6369. 4 NC DEM WO ENVSCI Fax:919 -733 -9959 Jun 5 '96 8:50 P,08i08 18. THE FOLLOWING ITEMS SHOULD. BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: WETLAND•DELINEATION.MAP SHOWING-ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, Z9, AND -3B). .•ALL - 3TREAHS.;(INTERMITTENT AND PERMANENT). ON THE PROPERTY MW BE SHOWN ON.THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT C. IF DELINEATION WJ4S PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO-- THE,PLACEMENT -OF THE DELINEATION LINE. d. ATTACH A COPY OFiTHE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT. IS LAND: USE OF SURROUNDING PROPERTY-? I'NDLtS-rR I AL f. IF-APPLICABLE,. WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? tit /A 9. SIGNEDAND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS -OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: .1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND 3) (IN TiW- TWENTY,CQASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. OWNER'S /AGENT'S' 'S IGURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATIW LETTER FROM THE OWNER IS PROVIDED (189.)) 5 J �-&� (qq 1 DATE 7 U w 0 m z z O I G F E A C m A 2 4 1 5 1 r. 1 7 1 8 1 9 1 1 1 1U % " I C Ew-ITF;1 AND rL X I -' d A , D ; PENSTOCK UNIT NO 2 it PENSTOCK UNIT NO I NQTES t PENSTOCK UNIT NO 6 f PENSTOCK UNIT NO 5 C -Ef.STf.CK JNIT NO 4 St7VI(, %.'.TER %.'.TE t PENITOCA UNIT N, I X - INDICATES SOLNDING ELEVATION INTA,-- RECORDED - OBER 3. 1996 ON OC. 1, C 24� 0� E 1,j- , �ITJEN ,P.'-EWFTT R:PAIR P A�--,U0O:L-V-.1.TR17%544O2 'z�0-001 FCR t% - — ----------- 24'-9'16 35-0, S -00, S 001 -2 I , �I I I I I I "a Ix lo FOa_TYPICAL -0 FCRZAV, Or, -002 INS ALLA I S DwG S rAlF AND CENTER POST SEE Dhr S -003 S 4 C) 60 le x 9 X S-001-5 x1:1. x x Q x X X� X, X11 a x X x 1 x x I I 10 1 'a 1 ^ 1) x ILI " 10� 00; I Z. I x x x S-001-t , x 1 9 x ..... . x x x x r. I � � •1• I I I �I � I I � ` SCREENS J -.I-- x- -7 T .�j F S-001-4 41 41 S 'Y' I S-r I - S-001- PPESSURE CASE SUPPORT ELEVATIONS ARE BLEWETT DATUMJ STEEL. SE- DWG 5 -006 FOR ADDJ9 07�.TO CONVERT 10 WSLI ELE ATION UNITS 1,1 & 3. PRESSURE CASE SJPPCPT STEEL SEE DWG 5-007 -OR UNITS 4. 5 & 6, D1,4F7 7UP- P� is-, CC, k-CH. C 'VE , Liq. j r r C" r r -T- PRESSURE CASE - --- - - SEE DmG 5-005 r --j - - - r Ir - - -- -- - LI I rL ------ I -T r r -T E J m I I / I 1 I I 1 \ I I 11 I 1 I I/ I I 1 I I I I I ! r- - -- (J _ -- - - - r-L- - - T, I F�- T T 7 T( r 11 2 ISSI�D_FOA BIOS L LT- B J--- -Tj L7 - - - -- - - - - - - - - - - r--Iq Cr- I-A - u - - OUTSIDE FACE OF J. 12 ISSLIED FOR OWNER 111VJ1• POWER HOUSE WALL - - - - - - - - - A 06 AND APPROVAL. -------- ------ C _EH 196! - - - - - - - -- - - - - - J, - - - - - - - --- - - - - - - - rl - - - - - - - --- - - - - - - J-1 OUTSIDE FACE OF DESCRIPTION 11 F. M, L P PLAN AT PENSTOCK CENTER LINE NCR T ANT H. OIt;1 ID JbINTI11 WM11EP AND Q [REV. ONLv. CIRCL 1 I ARROW. REMOVE E IND EL BY ARROW BEFORE NEXT REVISION. o a, 16 24' -52, ......... 1 SSUE CODE jCj MAT�L T.O. jFj CONSTiN Al PRELIMINARY D LPAT L PURC 6 B! DES, GN lEjBTDS H1 SEAL 150.0 SECTION S-001-1 0 8, 16' 24' 32, U I !_0 SECTION S C N 5 -001 -5 - - - - - - - - - - - - - - - - - - - -- -- - — - V F:41E OF INTAKE AALLS SECT19% S-00-6 - - - - - - - - - AT FACE 0- j GATE ;01-0- 15(L2 F`�E� 3FFA'S ' SP�CuIPFO �6A'1111 i977COLFA-. N 113,5 CENTER of Bar No a \-104.0 SECTION S-001-2 0 8. 16- 24- 32' 11 11 1111 1 1 1 1 PENSTOCK NOC 150 2 T T INSTALLATION 116.6 L 110.5 105, 102.6 CENTFP O: E31., N0 :00.42 1 04.0 150 0 SECTION S-001-3 SECTION S-001-4 0 8, 16- 24- 32, 0 a 16- 24- 32' PENSTOCK NO I IF-O-� FROM FACE ii EXCITER AND EXCITER AND PLNSTOCV.ND2 0 INTAKE WALLS rL PENSTOCK NO 5 1 PENSTOCK NO 4 SERVICE A ATER SERVER AA.ER PENSTC,- INTAKE I IN!4,E - - - AT FACE OF INTA.E WALLS SECTION S-001-5 SECTION S-001-6 0 a' 16' 24- 32' 111111111 1 1 1 ----- - - - - -- SIGNATURE -- -------- DATE TE !1 -21 -96 G. �AYL--s JACOBS FILE CK J LC--FFLER NJUSER DPE G 'AYES JOB NO. t7NG4402 .CZ FILE NO 32•A- 644C2301 905 JACOBS-SIRRINE ENGINEERS. ■ dvibm of Jacobs EASincenng DrOuP 1= CP&L RALEIGH, NC BLEWETT HYDRO. PLANT DEWATERING REPAIRS DRAWING TITLE GENERAL ARRANGEMENT AND DEBRIS REMOVAL CROSS SECTIONS JACOBS-SIRRINE DRAWING NUMBER 17N64402-90-S-001 CLIENT DRAWING NUMBER 'Preliminary -do not use for construction D-8989 I 7 U w 0 m z z O I G F E A C m A 2 4 1 5 1 r. 1 7 1 8 1 9 1 1 1 1U % " I C Ew-ITF;1 AND rL X I -' d A , D ; PENSTOCK UNIT NO 2 it PENSTOCK UNIT NO I NQTES t PENSTOCK UNIT NO 6 f PENSTOCK UNIT NO 5 C -Ef.STf.CK JNIT NO 4 St7VI(, %.'.TER %.'.TE t PENITOCA UNIT N, I X - INDICATES SOLNDING ELEVATION INTA,-- RECORDED - OBER 3. 1996 ON OC. 1, C 24� 0� E 1,j- , �ITJEN ,P.'-EWFTT R:PAIR P A�--,U0O:L-V-.1.TR17%544O2 'z�0-001 FCR t% - — ----------- 24'-9'16 35-0, S -00, S 001 -2 I , �I I I I I I "a Ix lo FOa_TYPICAL -0 FCRZAV, Or, -002 INS ALLA I S DwG S rAlF AND CENTER POST SEE Dhr S -003 S 4 C) 60 le x 9 X S-001-5 x1:1. x x Q x X X� X, X11 a x X x 1 x x I I 10 1 'a 1 ^ 1) x ILI " 10� 00; I Z. I x x x S-001-t , x 1 9 x ..... . x x x x r. I � � •1• I I I �I � I I � ` SCREENS J -.I-- x- -7 T .�j F S-001-4 41 41 S 'Y' I S-r I - S-001- PPESSURE CASE SUPPORT ELEVATIONS ARE BLEWETT DATUMJ STEEL. SE- DWG 5 -006 FOR ADDJ9 07�.TO CONVERT 10 WSLI ELE ATION UNITS 1,1 & 3. PRESSURE CASE SJPPCPT STEEL SEE DWG 5-007 -OR UNITS 4. 5 & 6, D1,4F7 7UP- P� is-, CC, k-CH. C 'VE , Liq. j r r C" r r -T- PRESSURE CASE - --- - - SEE DmG 5-005 r --j - - - r Ir - - -- -- - LI I rL ------ I -T r r -T E J m I I / I 1 I I 1 \ I I 11 I 1 I I/ I I 1 I I I I I ! r- - -- (J _ -- - - - r-L- - - T, I F�- T T 7 T( r 11 2 ISSI�D_FOA BIOS L LT- B J--- -Tj L7 - - - -- - - - - - - - - - - r--Iq Cr- I-A - u - - OUTSIDE FACE OF J. 12 ISSLIED FOR OWNER 111VJ1• POWER HOUSE WALL - - - - - - - - - A 06 AND APPROVAL. -------- ------ C _EH 196! - - - - - - - -- - - - - - J, - - - - - - - --- - - - - - - - rl - - - - - - - --- - - - - - - J-1 OUTSIDE FACE OF DESCRIPTION 11 F. M, L P PLAN AT PENSTOCK CENTER LINE NCR T ANT H. OIt;1 ID JbINTI11 WM11EP AND Q [REV. ONLv. CIRCL 1 I ARROW. REMOVE E IND EL BY ARROW BEFORE NEXT REVISION. o a, 16 24' -52, ......... 1 SSUE CODE jCj MAT�L T.O. jFj CONSTiN Al PRELIMINARY D LPAT L PURC 6 B! DES, GN lEjBTDS H1 SEAL 150.0 SECTION S-001-1 0 8, 16' 24' 32, U I !_0 SECTION S C N 5 -001 -5 - - - - - - - - - - - - - - - - - - - -- -- - — - V F:41E OF INTAKE AALLS SECT19% S-00-6 - - - - - - - - - AT FACE 0- j GATE ;01-0- 15(L2 F`�E� 3FFA'S ' SP�CuIPFO �6A'1111 i977COLFA-. N 113,5 CENTER of Bar No a \-104.0 SECTION S-001-2 0 8. 16- 24- 32' 11 11 1111 1 1 1 1 PENSTOCK NOC 150 2 T T INSTALLATION 116.6 L 110.5 105, 102.6 CENTFP O: E31., N0 :00.42 1 04.0 150 0 SECTION S-001-3 SECTION S-001-4 0 8, 16- 24- 32, 0 a 16- 24- 32' PENSTOCK NO I IF-O-� FROM FACE ii EXCITER AND EXCITER AND PLNSTOCV.ND2 0 INTAKE WALLS rL PENSTOCK NO 5 1 PENSTOCK NO 4 SERVICE A ATER SERVER AA.ER PENSTC,- INTAKE I IN!4,E - - - AT FACE OF INTA.E WALLS SECTION S-001-5 SECTION S-001-6 0 a' 16' 24- 32' 111111111 1 1 1 ----- - - - - -- SIGNATURE -- -------- DATE TE !1 -21 -96 G. �AYL--s JACOBS FILE CK J LC--FFLER NJUSER DPE G 'AYES JOB NO. t7NG4402 .CZ FILE NO 32•A- 644C2301 905 JACOBS-SIRRINE ENGINEERS. ■ dvibm of Jacobs EASincenng DrOuP 1= CP&L RALEIGH, NC BLEWETT HYDRO. PLANT DEWATERING REPAIRS DRAWING TITLE GENERAL ARRANGEMENT AND DEBRIS REMOVAL CROSS SECTIONS JACOBS-SIRRINE DRAWING NUMBER 17N64402-90-S-001 CLIENT DRAWING NUMBER 'Preliminary -do not use for construction D-8989 I