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Home My WebLink About20021536 Ver 1_Site Plan_20020923~ I 2 3 ~ 4 I ~ 5 I 6 I 7 8 9 REFERENCE DRAHINGS DRAIMNG N°. nnE F NOTES: BASKET DATA: . NON-METALLIC BASKETS 24" X (SCREEN WIDTH) WITH 18 GA. W&M (.047" DIA.) 304 SS WIRE. .125" SQUARE OPENS BETWEEN WIRES. BASKET WIRE ATTACHMENT BOLTS 18-B SS. - CLAMPING BARS 304 SS. w J Q U ~ _ ELEVATIONS SHOWN ON THIS DRAWING REPRESENT MILL DATUM. ' SUBTRAIrT. APPROXIMATELY 99.0 FEET FROM MILL DATUM O ~ TO OBTAIN MEAN SEA LEVEL USGS ELEVATION. ~ ) ~N Q [TO BE VERIFIED DURING DESIGN] E MODIFY SHIELD NEW 80 PSI SPRAY HEADER NEW 10 PSI SPRAY HEADER NEW 80 PSI SPRAY HEADER NEW 10 PSI SPRAY HEADER NEOPRENE FLAP SEAL EXISTING TROUGH (TO BE FISH TROUGH) MODIFY SHIELD NEOPRENE FLAP SEAL NEW DEBRIS TROUGH EL 106'0" NEW FISH TROUGH * EXISTING DEBRIS TROUGH EL 104'-9" NON-METALLIC BASKET ASSY p EL 104'-0" EL 104'-0" ~Q z El Hh J ~ ~z ~ ~ _z ~a Q . ~ ~ ~ o a* ~ ~ BASKET WIRE Q. o ~ SCREEN BASKETS SC t) Di SCREEN BASKETS ° ° (DETAIL 1) MAX WATER EL 100'-0" v ° o MAX WATER EL 100'-0" o - J 1 Q 0 :N MIN WATER EL 98'-0" MIN WATER EL 98'-0" ~ 1uWW z ° WATER FLOW Q x TO PUMP WATER FLOW ~ ~ TO PUMP o NEOPRENE SEAL BOOT NE( C DT E AI NEOPR N L 1 E E SEAL BOOT ~ DEFLECTOR DEF DEFLECTOR S C R EEN B ASKET WWW~WW N EL 92 -0 W J O* C* ELEVATION VI EW ELEVATI ONVIW E IEW _ SCREEN N . 0 2 &3 SCREEN N 0. 1 .1 Wm~yN{N{,,,~~NyyN ~WWWWW W F* ~W o~ a ~N m a it B W =r~?~f is ~ N~rY~1 ~0 t~ Z ~Wl~il lJ~W WW a~ii~~~N 0 rl i ~ I f !I 0 !a i SEP 1 2 2002 ~;--_.------___.___.J g{~o~yo~$.- WhlW~WW C . ) IXC~ O i7is ZC _ Vii.` N0. DATE REVISIONS RY r.K npp Nn neiF Rr~ncinnic _ I~4.IINIVI\J CSI GK Arr JtAL Q0~ T. KEARNY DRAWING TITLE THIS DRAWING IS THE PROPERTY OF THE DES. U 4 I WEYERHAEUSER . IT IS LENT AND Weyerhaeuser RIVER INTAKE MODIFICATION IS TO BE RETURNED UPON REQUEST. THE DR. R. TAYLOR DESIGNS AND IDEAS SHOWN HEREON ARE TRAVELING SCREEN MODIFICATIONS Plymouth, North Carolina UM BN(DNBBBIiQ OF NORTH CAROUNA,RAC 2M PUMSUR PAR[ DR19B WrM M 4Il~ THE PROPERTY OF THE WEYERHAEUSER CK. A e COMPANY AND SHALL NOT BE USED, APP i; XORRBVM XMTB CARM24A =0 z DISCLOSED TO OTHERS, OR COPIED, IN PROJECT TITLE WHOLE OR PART WITHOUT WRITTEN WEYERHAEUSER PROJECT NO. BE&( PROJECT NO. SALT WATER MITIGATION PERMISSION. DATE ~oo~oo °z (jWrc1W~KWtr C3 50-01-2125 ~Saist D APP. PROJECT ENG. B.E. & K. DRAWING NO. SCALE APPROVAL DATE DRAWING NO. REV O A 8 23 02 RELEASED FOR PERMITTING TJK 125-SK-M06A 3/8" = 1'0 - - A 2 3 4 ~ 5 DEPT-AREA FILE DRAWER SHEET 6 7 ~ 8 9 ROANOKE RIVER flow existin sheetpile wal1,145' r 9 ~ i i Sheet ile interlock bolted width varies er field conditions p ~ p r--10 existin ates----~ ~ - - ro osed 9 ates, 81 9g p p 9 to HP12X53 flan e. g i ~ river water de th s t check i ~ upper slide gate ~ i p ~ po i i GATE#9 GATE#8 GATE#7 GATE#6 GATE#6 GATE#4 GATE#3 GATE#2 GATE#1 ' U L U L U L U U l L' FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW ~ ~ ~ ~ ~ ~ ~ ~ 11,0' 40 13,0 2.0' 10.6' 11.0' 1D,0' 13.0' 14,0' 14.0' 13,6' 14.6' 16,0' 16,0' 13.6' i 1. i s ~ ~ t ~ ~ ~ ~ i ~ i ~ i aoaaaaccoaoaaoa oac oaoooa ooooacoao ?aaaaaaooooo ?oooaaaaa ooaaooaa oaaoao? aooacoo? a ~ } a _ ~ ~ ~ 1- slope Existin g ~3 exist i e pp bulkhead existin sheeting, g -----exlstln walkway, 80 ro osed alkwa 64 lower fixed plate HP12X53 to be removed g p p Y~ return sluic return sluic exlstmg EXISTING INTAKE BASIN existing trash scree bulkhead existin whaler 9 existing tras screen ° alternate screen sl " i e a e an d a ® alternate screen slot modified traveling scree fish N.T.S. trough modified traveling screen SCREEN D o. debns fish trough trough return debris trough Ikhead sluice EXIStIn bU 2 x 2 acces g existin alternate screen slo trash No. 9 No. 8 Scree 2' x Z' aCCBSS No. 7 ~ ~ al~rnate SCCBen Slot steps d1` ° ° alt screen fish troug " location N°, s Note: river water depth measurements No. 11 debris No.1 taken 8120102. Top of water ,r trough was 4.25 below top of sheeting modified traveling screen F-varies upper cross water filter I 'refer to individual gate plans!, beam l fie fire No. 5 No. 4 No. 3 No. 2 No,1 11314 18' 18' 1B' 18' 18' er ~ ~ Chainf II I I I a to afc jo ey I raise 8~ lower t 0 I ~ d I slide 0 z ~ Electrical Room c I I gate ..I I a a 9 6114 , I I I I j 15 0 I I upper plate, a~ustable position, I I ons ruc Ion an I ~ I 1 thick, approximate dimensions i 18' I X 17' 4 314" w actual dimensions ---T--- 1"=15' To of p ma va de ndm on field cond~ons. y ry pe g existin g i n ss wall 8 6 p ~ 6' X 2' ate openin , 9 g 40 r upper limit Typical orate - el. 0.9 1' 0" 6' X 2' ate o enin , to of existin lower g p g~ 45 U er limit ~ 5 0 lower limit p g ro osed slide ates 3 existin inlet pipes, p p g ~ g pp 4 0 ates el. -6.55 g to be removed 9 total of ate ~ g to of existing upper p i I om o enin typ ca bolt p g ~ ates e1.0.90' of existin lower i g 9 ' top of sheeting L w r limit I 4' 6" ates & to of oe g p to of sheetin existin walkway ; ; p 9 g of ate new fixed late g p pica) water g' 0" opening I~ i i~ ~ ~ L- - ---s eL 0.9' msl 4.00' 4.00 46 ~ ~ i Mud line, ~ .x . .X . - ~.x .x .X . ~.x . .x . ~.x . . ~ - I ~ ~ ~ ~ lower late fixed osition ~ to of water & u er~''~- I I I I I I I ? 5. 0 p pp 7.45 I I ,X, I- 1 1 -r_ I I I I c 9.50' varies p ~ p ~ i 1 thick, a proximate dimensions exlstmg gates I I I , I I I I I I 14.00 I I p i~ ~ ~ ~ e1.0.90 _ _ _ _ _ I I 10 I X 7 8 w, actual dimesions ~ I i ~ ma va depending on field 5 6 I ~ ~ Y rl? i ~ i~ i~ i~ i~ ~ r'r n i~ I ~ ` I conditions ~ I~ ~ li Ili Ili ~ li ~II~ ~II~ Ili ~II~ ~I 12' ~ ~ I I average bottom avg bottom HP11X53 el. -13.35' along 6 6 ~ ~ new ates g I I I ~ I I ~ ~ ~ 9.00 ~ e a e eva ion typical N.T.S. ons ruc Ion eva Ion Note: elevations relative to typical water elevation of +0.90' IOOkIn North towards river g 1"=15' SEP 12 ~ WEYERHAEUSER ENGINEERING DOCUMENT CONTROi - PtYM ~ AATI"' PUMP, TRAVELING SCREEN AND SLUICE TROUGH DATA uJ6?1 c ~ TAKEN FROM B. E. & K. DRAWING 125-SK-M06, REV C, 1129102 Weyerhaeuser 9/10/02 PLYMOUTH, NORTH CAROLINA WAFF CONTRACTING, INC. SHEET EDENTON, NORTH CAROLINA DRWN BY CHKD BY SCALE DRAWING NUMBER RIVER INTAKE STRUCTURE MODIFICATIONS I O PJW PEW NOTED 16 - S K - M040 B