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PERMFILE132532
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PERMFILE132532
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Entry Properties
Last modified
8/24/2016 10:33:17 PM
Creation date
11/26/2007 12:15:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Permit File
Doc Date
4/27/2000
Doc Name
PROPOSED POND 014 DESIGN
Section_Exhibit Name
TAB 13 EXHIBIT 13-12.4
Media Type
M
Archive
No
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NO <br />w <br />o] <br />7) <br />Z <br />U <br />w <br />0 <br />M <br />IL <br />2 <br />i <br />w <br />J <br />LL <br />r) <br />Q <br />7420 <br />7400 <br />7380 <br />7360 <br />7440 <br />7420 <br />7400 <br />7380 <br />7360 <br />7340 <br />TOP OF EMBANKMENT <br />EMERGENCY SPILLWAY <br />NCY SPILLWAY <br />ELEV. 7390.0' <br />INVERT ELEV. 73875' <br />WIDTH = 15' <br />BOTTOM WIDTH = <br />0' <br />SECTION <br />DISCHARGE <br />SLOPE <br />SLOPE <br />B <br />M WIDTH 20' <br />FREE80ARD <br />REQUIRED <br />D(50) <br />TOP <br />OF EMBANKMENT <br />EXISTING SURFACE <br />PRINCIPAL SPILLWAY 24" CMP <br />(FT <br />(FT) <br />ELEV <br />7390.0' <br />PRINCIPAL SPILLWAY 30" CMP RISER <br />3H 1V <br />0,0 <br />2.7 <br />WIDTH <br />= 15' <br />WITH TRASH SCREEN <br />Outflow <br />85 <br />3H:1V <br />29,0 <br />CQ <br />INVERT ELEV. 7385.0' <br />EXISTING SURFACE <br />12 <br />20.0 <br />0.64 <br />6.78 <br />i <br />7385 <br />25.0 <br />0.84 <br />10.47 <br />PRINCIPAL SPILLWAY <br />i <br />i <br />7387.5 <br />3.5 <br />0.97 <br />12.72 <br />EMERGENCY SPILLWAY <br />24" CMP (MIN. SLOPE 10 %) <br />1 <br />30.0 <br />15.31 <br />TOP OF EMBANKMENT <br />1 <br />N, <br />\. <br />-7 <br />KEYWAY <br />A <br />TI -SEEP COLLAR <br />N -4 <br />ANTI -SEEP CO <br />LARS <br />REA INCISED ELEV. 7370.0' <br />BOTTOM OF POND <br />ELEV. 7360.0' <br />, <br />oopp EM NKMENT -. <br />l <br />; <br />_ <br />. <br />\ -� <br />W N' 15 <br />- <br />_ <br />7425 <br />\ �. - <br />- _ _- <br />_.,- <br />�.- �� ASP WAY 30' CM�MSER- <br />` `\ \.. <br />I <br />l <br />; �,;\ SRJLLW Yom.' -- <br />_._ _ <br />_WITHCTRASH SZ`R'EEN <br />-7385$ <br />\\ - -- _ <br />N Ett 38 <br />- - -_ <br />INVERT ECEV <br />, <br />t <br />I E�tT.. V. 7. 5P _ <br />-- <br />�__• _ <br />- <br />-.- <br />AREA <br />INCISED <br />_ <br />3:1 D1LdiZE <br />740 <br />..€LEaL_7370.0' <br />f i <br />I <br />1 i 2,V, CMP <br />J <br />; <br />OUTFLO CHANNEL <br />•' <br />i' <br />l <br />j <br />111 SOTTO WIDTH = 20' <br />!t `t <br />i <br />29% SL PE <br />I <br />I <br />BOTTOM / <br />,(,, <br />r ! ,/ J <br />i , <br />1 f % <br />, I <br />i <br />3:1 SIDE SLOPE \ <br />I <br />ROCK ") <br />OF POND <br />_ <br />- "/ <br />/ <br />R RAP (D50 =12 <br />ELEV. 7360.0' <br />r'r <br />/• <br />i, <br />! <br />: <br />a <br />P RMIT BOONDARY% <br />- 73$4. `_- <br />S` <br />` <br />- - - - -- <br />, <br />`i <br />1 <br />15 �, � <br />, <br />! <br />sl I� <br />50' <br />;, <br />i <br />J - <br />J i �ONTOPR,'IN RVAL 5FT. <br />j <br />I i , <br />, <br />i <br />i <br />I <br />a <br />- <br />f <br />7420 <br />7400 <br />7380 <br />7360 <br />7440 <br />7420 <br />7400 <br />7380 <br />7360 <br />7340 <br />TOP OF EMBANKMENT <br />EMERGENCY SPILLWAY <br />NCY SPILLWAY <br />ELEV. 7390.0' <br />INVERT ELEV. 73875' <br />WIDTH = 15' <br />BOTTOM WIDTH = <br />0' <br />SECTION <br />DISCHARGE <br />SLOPE <br />SLOPE <br />B <br />M WIDTH 20' <br />FREE80ARD <br />REQUIRED <br />D(50) <br />TOP <br />OF EMBANKMENT <br />EXISTING SURFACE <br />PRINCIPAL SPILLWAY 24" CMP <br />(FT <br />(FT) <br />0 <br />200 <br />SECTION A - A" <br />SCALE <br />20' 0 20' 40' <br />0 <br />NOTE: EMBANKMENT CREST AND OUTSLOPES TO BE VEGETATED <br />WITH APPROVED TEMPORARY GRASS SEED MIX. <br />200 <br />SECTION B - B' <br />SCALE <br />20' 0 20' 40' <br />iii <br />NOT TO SCALE <br />EMERGENCY SP /L L WA Y SCHEDUL E <br />EMERG <br />NCY SPILLWAY <br />SIDE <br />CHANNEL <br />FLOW <br />INVER <br />ELEV. 7387.6' <br />SECTION <br />DISCHARGE <br />SLOPE <br />SLOPE <br />B <br />M WIDTH 20' <br />FREE80ARD <br />REQUIRED <br />D(50) <br />TOP <br />OF EMBANKMENT <br />I %) <br />(FPS) <br />(FT <br />(FT) <br />ELEV <br />7390.0' <br />PRINCIPAL SPILLWAY 30" CMP RISER <br />3H 1V <br />0,0 <br />2.7 <br />WIDTH <br />= 15' <br />WITH TRASH SCREEN <br />Outflow <br />85 <br />3H:1V <br />29,0 <br />7.92 <br />INVERT ELEV. 7385.0' <br />EXISTING SURFACE <br />12 <br />20.0 <br />0.64 <br />6.78 <br />i <br />7385 <br />25.0 <br />0.84 <br />10.47 <br />PRINCIPAL SPILLWAY <br />i <br />i <br />7387.5 <br />3.5 <br />0.97 <br />12.72 <br />EMERGENCY SPILLWAY <br />24" CMP (MIN. SLOPE 10 %) <br />1 <br />30.0 <br />15.31 <br />TOP OF EMBANKMENT <br />-7 <br />KEYWAY <br />A <br />TI -SEEP COLLAR <br />ANTI -SEEP CO <br />LARS <br />REA INCISED ELEV. 7370.0' <br />BOTTOM OF POND <br />ELEV. 7360.0' <br />0 <br />NOTE: EMBANKMENT CREST AND OUTSLOPES TO BE VEGETATED <br />WITH APPROVED TEMPORARY GRASS SEED MIX. <br />200 <br />SECTION B - B' <br />SCALE <br />20' 0 20' 40' <br />iii <br />NOT TO SCALE <br />EMERGENCY SP /L L WA Y SCHEDUL E <br />PEAK <br />SIDE <br />CHANNEL <br />FLOW <br />STAGE <br />(F T.) <br />RIPRAP <br />SECTION <br />DISCHARGE <br />SLOPE <br />SLOPE <br />VELOC TY <br />DEPTH <br />FREE80ARD <br />REQUIRED <br />D(50) <br />(CPS) <br />7365 <br />I %) <br />(FPS) <br />(FT <br />(FT) <br />(IN) <br />Crest <br />85 <br />3H 1V <br />0,0 <br />2.7 <br />1.3 <br />1,0 <br />GRAVEL <br />Outflow <br />85 <br />3H:1V <br />29,0 <br />7.92 <br />0.5 <br />1.0 <br />12 <br />TRA: . ��.. <br />INVERT ELEV. 7385.0' <br />L SPILLWAY 30" CMP RISER <br />aAL TRASH RACK DE <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />Permit Number #: C- 1994 -082 <br />Class: Permit <br />Section /Exhibit <br />gaarH ice- 1--?, ocl <br />ENGINEER'S CERTIF ICATION <br />Dare: APR 2 6 2000 <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(F T.) <br />POND 14 <br />AREA <br />(ACRES) <br />STAGE CAPACITY <br />TOT. CAP. <br />(AC. -FT.) DESCRIPTION <br />7360 <br />0.0 <br />0.11 <br />0.0 <br />BOTTOM OF POND <br />7365 <br />5.0 <br />0.20 <br />0.76 <br />7370 <br />10.0 <br />0:32 <br />2.05 <br />INCISED PORTION <br />7375 <br />15.0 <br />0.47 <br />4.02 <br />7380 <br />20.0 <br />0.64 <br />6.78 <br />7385 <br />25.0 <br />0.84 <br />10.47 <br />PRINCIPAL SPILLWAY <br />7387.5 <br />27.5 <br />0.97 <br />12.72 <br />EMERGENCY SPILLWAY <br />7390 <br />30.0 <br />1.10 <br />15.31 <br />TOP OF EMBANKMENT <br />TRA: . ��.. <br />INVERT ELEV. 7385.0' <br />L SPILLWAY 30" CMP RISER <br />aAL TRASH RACK DE <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />Permit Number #: C- 1994 -082 <br />Class: Permit <br />Section /Exhibit <br />gaarH ice- 1--?, ocl <br />ENGINEER'S CERTIF ICATION <br />Dare: APR 2 6 2000 <br />
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