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1 <br />1 <br />1 <br />' 0 50, 100' 200' <br />SCALE <br />1 <br />1 <br />1 <br />1 <br />1 J <br />a <br />a <br />u <br />1~ <br />F <br />C <br />CL. <br />1 <br />ORIGINAL VALLEY <br />DRAINAGE CHANNEL <br />L <br />L <br />�� <br />PERMIT BOUNDARY) <br />F <br />�f. <br />CUTOFF CLEARWATER <br />DITCH (UNDER CONSTRUCTION) <br />I <br />EAST CLEARWATER <br />DITCH SEE DETAIL 2 <br />TEMPORARY TOPSOIL PILE <br />�2 <br />SS <br />i <br />t, 1 <br />7265 <br />ROCK LINED <br />INLET AREA (TYP) <br />SEE DETAIL 3 <br />MANHOLE #1 <br />4 FT DIA X 4 FT HI LID TO INVERT MH BARREL <br />WITH OPEN GRATE@ 7246.8 <br />INV. OUT = 7242.8 FT <br />SEE DETAIL 3 <br />rIV BASIN "A" <br />SILT FENCE <br />TOPSOIL PILE <br />MANHOLE #2 <br />USE 4 FT DIA X 4 FT HI MH BARREL <br />WITH OPEN GRATE IN <br />INV.LET@ 7251.0 FT <br />OUT = 7247.0 FT <br />ROCK LINED <br />IN AREA (TYP) 1 <br />SEE DETAIL 3 \ <br />INV. IN = 7288.8 FT <br />INV. OUT = 7287.1 FT �J i <br />S = 2.83% 1? - % <br />RIPRAP LINED INLET <br />SEE DETAIL 3 <br />_POND AS -BUILT TOPOGRAPHY DOES NOT MATCH DESIGN COW( <br />_(TENDS TO BE APPROXIMATELY 4 -10 INCHES LOWER). WIDER $E <br />- ADEQUATELY COMPENSATES AND VOLUME REMAINS IN ACCOItI <br />- ORIGINAL DESIGN INTENT. APPROVED BY FLEMING ENGINERIt G, <br />-IN ACCORDANCE WITH THE DESIGN DOCUMENTS. <br />islde PROFILE <br />.Y <br />ix%tta RYNx <br />CLEAR <br />A <br />ER <br />IFP PORTION ( -30 LF @ <br />10 0/6)) <br />2000 GAL FUEL STORAGE <br />SITE DRAINAGE <br />OV <br />OW CONTAINMENT POND - <br />DF <br />CH <br />��-'- <br />I <br />H. SEE DETAIL 12 <br />MINE PORTAL ROAD <br />W <br />a <br />o <br />SEE DETAIL 9 700. <br />SEE DETAIL 10 <br />C14 - 40 LF X <br />IN DIA CMP <br />7238 <br />INV <br />I = 7283.0 FT <br />7234 <br />INV, <br />= 7282.2 FT <br />7230 <br />S =2% <br />NEW BASIN "B" <br />0 <br />C15 - 60 LF X 18 IN DIA CMP <br />0 <br />i� <br />e <br />Z <br />INV. IN = 7288.8 FT <br />INV. OUT = 7287.1 FT �J i <br />S = 2.83% 1? - % <br />RIPRAP LINED INLET <br />SEE DETAIL 3 <br />_POND AS -BUILT TOPOGRAPHY DOES NOT MATCH DESIGN COW( <br />_(TENDS TO BE APPROXIMATELY 4 -10 INCHES LOWER). WIDER $E <br />- ADEQUATELY COMPENSATES AND VOLUME REMAINS IN ACCOItI <br />- ORIGINAL DESIGN INTENT. APPROVED BY FLEMING ENGINERIt G, <br />-IN ACCORDANCE WITH THE DESIGN DOCUMENTS. <br />islde PROFILE <br />.Y <br />u +uu U +bu 1 +00 1 +50 <br />SECTION <br />N.T.S. <br />C9 - 201.0 LF X 24 IN DIA ADS <br />INV. IN = 7247.0 FT C8 - 58 LF X 24 IN DIA ADS <br />INV. OUT = 7241.1 FT INV. IN = 7241.0 FT <br />S = 3.0% INV. OUT = 7239.7 FT <br />S = 2.25% <br />[" C10 - 158 LF X 24 IN DIA A S MANHOLE #4 <br />1iNV. IN = 7242.8 FT 5 FT DIA X 6.3 FT DEEP CONCR. MH <br />MV: .OUT= 7241.1 FT SOLID (NO OPEN GRATE) LID = 7246.0 <br />S = 1.1% INV IN= 7239.7, INV. OUT = 7239.6 <br />MANHOLE #3 - -- - I <br />SEDIMENT LEVEL INDICATOf <br />2 +00 2 +38.58 <br />ix%tta RYNx <br />CLEAR <br />A <br />ER <br />IFP PORTION ( -30 LF @ <br />10 0/6)) <br />---� <br />SITE DRAINAGE <br />N <br />?� <br />DF <br />CH <br />��-'- <br />I <br />u +uu U +bu 1 +00 1 +50 <br />SECTION <br />N.T.S. <br />C9 - 201.0 LF X 24 IN DIA ADS <br />INV. IN = 7247.0 FT C8 - 58 LF X 24 IN DIA ADS <br />INV. OUT = 7241.1 FT INV. IN = 7241.0 FT <br />S = 3.0% INV. OUT = 7239.7 FT <br />S = 2.25% <br />[" C10 - 158 LF X 24 IN DIA A S MANHOLE #4 <br />1iNV. IN = 7242.8 FT 5 FT DIA X 6.3 FT DEEP CONCR. MH <br />MV: .OUT= 7241.1 FT SOLID (NO OPEN GRATE) LID = 7246.0 <br />S = 1.1% INV IN= 7239.7, INV. OUT = 7239.6 <br />MANHOLE #3 - -- - I <br />SEDIMENT LEVEL INDICATOf <br />2 +00 2 +38.58 <br />4 FT DIA X 4.0 FT DEEP CONCR. MH CLEANOUT LEVEL (60 %) = 720p.2 <br />W/ OPEN GRATE - LID= 7245.1 FT r <br />MAXIMUM SEDIMENT LEVEL x 72 FT <br />v INV IN= 7241.1 FT, INV. OUT = 7241.0 FT <br />a PRE- EXISTING <br />~ ° <br />C7- - 203 LF X 24 IN DIA ADS _- _- - <br />HAY GULCH <br />INV. IN = 7239.6 FT IRRIGATION DITCH <br />a INV. OUT = 7236,0 FT D50 = 0.75 FT RIP -RAP <br />� (DESIGN CONTOURS /ELEVATIONS) <br />�x S = 1.75% TRAPEZOID CHANNEL BERM ELEVATION = 7235.0 T <br />��.SEE DETAIL 6 POND BOTTOM ELEVATION [:7236.0 1236.0 F <br />W��_ I <br />C13 - 38 LF 18 IN DIA ADS <br />INV. IN = 7249.5 FT <br />INV. OUT = 7248.7 FT <br />S =2% <br />61 <br />EAST SITE <br />WATER DITCH <br />SEE DETAIL 8 <br />031`. <br />SEPTIC TANK <br />WEST CLEARWATER <br />DITCH SEE DETAIL 4 <br />EMERGENCY OUTLET INVE TIIELEVAT N = 7234.0 FT <br />PRIMARY OUTLET INVERT ELEVATION 723 3.0 FT <br />(SEE SECTION A THIS PAGE AND TABL 11 <br />` -\ (try � ;, "`•., DETAIL 13 ON SD3 FOR AS -BUILT COM ARISON )IA rmp <br />Is. <br />Q <br />0 <br />U <br />SITE WATER DITCH <br />FROM PARKING AREA <br />SEE DETAIL 8 <br />LEACHFIELD <br />ix%tta RYNx <br />W <br />xxxax Nxx <br />rx <br />%pY %x Yxxx <br />9 <br />IFP PORTION ( -30 LF @ <br />10 0/6)) <br />---� <br />SITE DRAINAGE <br />N <br />?� <br />W <br />CLEARWATER EAST <br />��-'- <br />I <br />H. SEE DETAIL 12 <br />c <br />W <br />a <br />o <br />SEE DETAIL 10 <br />w. <br />G <br />7238 <br />-- <br />ORIGINAL VALLEY <br />7234 <br />- _ -__ <br />- <br />7230 <br />7226 <br />4 FT DIA X 4.0 FT DEEP CONCR. MH CLEANOUT LEVEL (60 %) = 720p.2 <br />W/ OPEN GRATE - LID= 7245.1 FT r <br />MAXIMUM SEDIMENT LEVEL x 72 FT <br />v INV IN= 7241.1 FT, INV. OUT = 7241.0 FT <br />a PRE- EXISTING <br />~ ° <br />C7- - 203 LF X 24 IN DIA ADS _- _- - <br />HAY GULCH <br />INV. IN = 7239.6 FT IRRIGATION DITCH <br />a INV. OUT = 7236,0 FT D50 = 0.75 FT RIP -RAP <br />� (DESIGN CONTOURS /ELEVATIONS) <br />�x S = 1.75% TRAPEZOID CHANNEL BERM ELEVATION = 7235.0 T <br />��.SEE DETAIL 6 POND BOTTOM ELEVATION [:7236.0 1236.0 F <br />W��_ I <br />C13 - 38 LF 18 IN DIA ADS <br />INV. IN = 7249.5 FT <br />INV. OUT = 7248.7 FT <br />S =2% <br />61 <br />EAST SITE <br />WATER DITCH <br />SEE DETAIL 8 <br />031`. <br />SEPTIC TANK <br />WEST CLEARWATER <br />DITCH SEE DETAIL 4 <br />EMERGENCY OUTLET INVE TIIELEVAT N = 7234.0 FT <br />PRIMARY OUTLET INVERT ELEVATION 723 3.0 FT <br />(SEE SECTION A THIS PAGE AND TABL 11 <br />` -\ (try � ;, "`•., DETAIL 13 ON SD3 FOR AS -BUILT COM ARISON )IA rmp <br />Is. <br />Q <br />0 <br />U <br />SITE WATER DITCH <br />FROM PARKING AREA <br />SEE DETAIL 8 <br />LEACHFIELD <br />SEPTIC TANK <br />AND LEACHFIELD <br />C11 - 82 LF X 24 IN DIA CMP <br />INV. IN = 7243.5 FT <br />INV. OUT = 7241.4 FT <br />S = 2.5% <br />C12 - 32.2 LF 24 IN DIA CMP <br />INV. IN = 7249.9 FT <br />INV. OUT = 7249.2 FT <br />S = 2.2% <br />' INV. IN = 7197.1 FT <br />SEDIMENT POND INV. OUT = 7296.2 FT <br />OUTLET STRUCTURE' -_ - - <br />S <br />a SEE DETAIL 1 t ?. <br />7226 <br />232 -- <br />ALTERNATIVE SEDIMENT' NTROL , <br />w ^ VEGETATIVE COVER <br />o <br />ORI N,LVALL <br />CATTLE GUARD/ <br />DRAI J E CHA EL CLEARWATER <br />kx § §x i!'ww %x %N a%tl�RN R <br />e5 'a x e x x ce a a e w a xx I DRAINAGE CROSSING <br />SEE DETAIL II - "t <br />' xx Rxt Rx ax _ <br />- •ay ^ryxYNd§x -0xYxRx � __ -_.. <br />C5- 63.2 LF X 24 IN DIA CMP <br />r x8 xR,fk t.. x.x §xYxx xi� <br />INV. IN = 7238.9 FT w» * n i HAUL ROAD \\ <br />YxYy '}y i Nw x x%R %NNx <br />INV. OUT = 7238.0 FT SEE DETAIL 5 <br />S =1.5% axa Nx% <br />awa \ <br />\ xxK �ry� %xr% a %x x - •a'�x .x a��Ntxk " >_ <br />ROADSIDE DRAINAGE Y Yx §x Rxx - °x %tom <br />§ xx <br />DITCH SEE DETAIL 7 <br />C3-N /S xr »» ^. xN•at» »wxw ax i°xxx x <br />WRx xt% iN! kYt iY`i�RxkR % <br />%x wa Rxa xx <br />WEST CLEARWATER 54.4 (NORTH PIPE) LF N x <br />DITCH SEE DETAIL 4 52.7 (SOUTH PIPE) LF -- - - <br />X'24 IN DIA CMP <br />INV. IN = 7227.5 FT <br />INV. OUT = 7226.7 FT C2 - 48.0 LF X 24 IN DIA CMP <br />S = 1.5% INV. IN = 7214.5 FT <br />C6 - 90.0 LF X 24 IN DIA CMP <br />INV. IN = 7236.8 FT <br />INV. OUT = 7235.0 FT <br />S = 2.0% <br />PERMIT BOUNDARY <br />INV. OUT = 7213.8 FT <br />S = 1.5% <br />ix%tta RYNx <br />uj <br />a- <br />z_ <br />W <br />J <br />U- <br />C <br />co <br />m <br />xxxax Nxx <br />rx <br />%pY %x Yxxx <br />9 <br />IFP PORTION ( -30 LF @ <br />10 0/6)) <br />---� <br />SITE DRAINAGE <br />EST CLEARWATER <br />•-' "��" -�..., <br />CLEARWATER EAST <br />��-'- <br />I <br />H. SEE DETAIL 12 <br />OFFICE ROAD <br />U <br />SEE DETAIL 10 <br />w. <br />W <br />2 <br />-- <br />ORIGINAL VALLEY <br />- _ -__ <br />- <br />-- __ DRAINAGE CHANNEL <br />--------------- _ _ - <br />Q <br />0 <br />Z <br />0 <br />Lu <br />a0 <br />(O <br />U <br />r <br />c:) <br />co <br />O <br />w <br />I` <br />Nt <br />c_�' <br />Y <br />W <br />_ <br />. -_ - - - -- <br />-- - <br />- - <br />co N <br />- - -- <br />LL <br />0 <br />SEPTIC TANK <br />AND LEACHFIELD <br />C11 - 82 LF X 24 IN DIA CMP <br />INV. IN = 7243.5 FT <br />INV. OUT = 7241.4 FT <br />S = 2.5% <br />C12 - 32.2 LF 24 IN DIA CMP <br />INV. IN = 7249.9 FT <br />INV. OUT = 7249.2 FT <br />S = 2.2% <br />' INV. IN = 7197.1 FT <br />SEDIMENT POND INV. OUT = 7296.2 FT <br />OUTLET STRUCTURE' -_ - - <br />S <br />a SEE DETAIL 1 t ?. <br />7226 <br />232 -- <br />ALTERNATIVE SEDIMENT' NTROL , <br />w ^ VEGETATIVE COVER <br />o <br />ORI N,LVALL <br />CATTLE GUARD/ <br />DRAI J E CHA EL CLEARWATER <br />kx § §x i!'ww %x %N a%tl�RN R <br />e5 'a x e x x ce a a e w a xx I DRAINAGE CROSSING <br />SEE DETAIL II - "t <br />' xx Rxt Rx ax _ <br />- •ay ^ryxYNd§x -0xYxRx � __ -_.. <br />C5- 63.2 LF X 24 IN DIA CMP <br />r x8 xR,fk t.. x.x §xYxx xi� <br />INV. IN = 7238.9 FT w» * n i HAUL ROAD \\ <br />YxYy '}y i Nw x x%R %NNx <br />INV. OUT = 7238.0 FT SEE DETAIL 5 <br />S =1.5% axa Nx% <br />awa \ <br />\ xxK �ry� %xr% a %x x - •a'�x .x a��Ntxk " >_ <br />ROADSIDE DRAINAGE Y Yx §x Rxx - °x %tom <br />§ xx <br />DITCH SEE DETAIL 7 <br />C3-N /S xr »» ^. xN•at» »wxw ax i°xxx x <br />WRx xt% iN! kYt iY`i�RxkR % <br />%x wa Rxa xx <br />WEST CLEARWATER 54.4 (NORTH PIPE) LF N x <br />DITCH SEE DETAIL 4 52.7 (SOUTH PIPE) LF -- - - <br />X'24 IN DIA CMP <br />INV. IN = 7227.5 FT <br />INV. OUT = 7226.7 FT C2 - 48.0 LF X 24 IN DIA CMP <br />S = 1.5% INV. IN = 7214.5 FT <br />C6 - 90.0 LF X 24 IN DIA CMP <br />INV. IN = 7236.8 FT <br />INV. OUT = 7235.0 FT <br />S = 2.0% <br />PERMIT BOUNDARY <br />INV. OUT = 7213.8 FT <br />S = 1.5% <br />Z o <br />Q 2 <br />Z Q Of <br />Z Q <br />�0 3: <br />06 <br />U) 7 <br />w Q <br />zN <br />LL <br />o <br />w Z <br />Umw 0 <br />UJ <br />uj <br />U <br />Z p <br />uj <br />WL <br />ix%tta RYNx <br />uj <br />a- <br />z_ <br />W <br />J <br />U- <br />C <br />co <br />m <br />xxxax Nxx <br />rx <br />%pY %x Yxxx <br />SMALL AREA EXEMPTION #1 <br />Y xFytxx <br />---� <br />SITE DRAINAGE <br />SITE DRAINAGE <br />•-' "��" -�..., <br />CLEARWATER EAST <br />��-'- <br />CLEARWATER WEST <br />Z o <br />Q 2 <br />Z Q Of <br />Z Q <br />�0 3: <br />06 <br />U) 7 <br />w Q <br />zN <br />LL <br />o <br />w Z <br />Umw 0 <br />UJ <br />uj <br />U <br />Z p <br />uj <br />WL <br />uj <br />a- <br />z_ <br />W <br />J <br />U- <br />C <br />co <br />m <br />o <br />co <br />6i <br />� <br />Q <br />m <br />Z <br />0 <br />W <br />Y <br />_ <br />O <br />U <br />M <br />w. <br />W <br />2 <br />pip <br />W <br />C <br />U <br />Z <br />m <br />Q <br />0 <br />Z <br />0 <br />Lu <br />a0 <br />(O <br />U <br />r <br />c:) <br />co <br />O <br />w <br />I` <br />Nt <br />c_�' <br />Y <br />W <br />_ <br />O <br />co N <br />r <br />LL <br />0 <br />Lu <br />vi <br />ui <br />vi <br />coo <br />J <br />O <br />O <br />o <br />Z <br />Q <br />Q <br />U <br />cn <br />Z o <br />Q 2 <br />Z Q Of <br />Z Q <br />�0 3: <br />06 <br />U) 7 <br />w Q <br />zN <br />LL <br />o <br />w Z <br />Umw 0 <br />UJ <br />uj <br />U <br />Z p <br />uj <br />WL <br />w <br />SHEET <br />SD1 <br />OF <br />Z <br />Z <br />_ <br />O <br />M <br />w. <br />pip <br />W <br />C <br />O <br />Z <br />m <br />Q <br />0 <br />Z <br />O <br />Lu <br />a0 <br />(O <br />U <br />o <br />c:) <br />co <br />O <br />Z. <br />I` <br />Nt <br />c_�' <br />N <br />O <br />co N <br />O <br />LL <br />w <br />SHEET <br />SD1 <br />OF <br />