Laserfiche WebLink
6045 <br />6040 <br />6035 <br />6030 <br />6025 <br />6020 <br />6015 <br />6010 <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />POND C <br />PLAN VIEW <br />SCALE 1" = 40' <br />SEDIMENT POND C - SECTION A - A' <br />6045 <br />6040 <br />EMBANKMENT <br />6005 <br />EL. 6002' 6005 <br />FULL WATER EL. 6000' <br />7 <br />6000 <br />6000 <br />FULL SEDIM <br />T EL. 5992.75 <br />5995 <br />6" VALVED DEWATERING P <br />/INLET EL. 5992.75" 5995 <br />I -SEEP COLLAR <br />5990 <br />_ - <br />- 5990 <br />0 0 0 <br />o O O O O o 0 0 0 <br />+ + + <br />+ + + + + + + + + <br />O O O <br />O O O O O O O <br />DIA. <br />SCALE: 1 " =20' <br />2H:SV <br />NOTES: <br />12 SEE <br />1. <br />For pond and ditch sizing calculations <br />C -C2 <br />0.3' FLOW DEPTH C -C3 <br />6035 <br />2. <br />Riprap shall consist of hard, dense, rough <br />C -C4 <br />fractured stone as nearly cubical as <br />No. <br />practical. Stone shall be well graded in <br />C -05 <br />order that the voids can be filled, and at <br />D -C1 <br />least 50 percent of the mass shall be <br />0.6 <br />stones equal to or larger than the specified <br />24 <br />riprap size. <br />3. <br />A geotextile fabric shall be placed under <br />C -C7 <br />all riprap. Use Mirafi 60OX or equal. <br />SCALE: 1"=20' 4. <br />Pond dewatering pipe shall be plastic <br />2H:1V <br />irrigation pipe, PIP, 80 psi rated, with bell <br />12 <br />and spigot joints or glued joints, valved <br />SEE DITCH <br />on the outlet end. <br />5. <br />For sediment control plan see Map No. 20. <br />6. <br />For drainage plans see Map No. 21 -1, 21 -2 <br />6030 <br />21 -3 and 21 -4. <br />12 <br />D -C6 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C11 <br />24 X <br />D -C7 <br />1.3 <br />1.0 <br />C -C12 <br />24 CIE <br />D -C8 <br />1.8 <br />1.5 <br />C -C13 <br />30 <br />D -C9 <br />Deleted <br />C -C14 <br />24 CIE <br />D -C10 <br />0.7 <br />0.4 <br />C -C15 <br />24 X <br />D -C11 <br />1.9 <br />1.6 <br />C -C16 <br />6025 <br />C -C17 <br />12 <br />D -C12 <br />1.1 <br />0.8 <br />C -C18 <br />24 <br />D -C13 <br />0.7 <br />0.4 <br />C -C19 <br />12 <br />D -C14 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C20 <br />36 <br />D -C15 <br />0.7 <br />0.4 <br />C -C21 <br />12 <br />D -C16 <br />2.3 <br />2.0 <br />C -D1 <br />30 <br />D -C17 <br />6020 <br />0.5 <br />C -D2 <br />30 <br />D -C18 <br />1.0 <br />0.7 <br />D -C19 <br />0.5 <br />0.2 <br />C -El <br />12 <br />D -C20 <br />0.7 <br />0.4 <br />C -Fl ** <br />D -C21 <br />0.6 <br />0.3 <br />C -F2 ** <br />D -C22 <br />1.2 <br />0.9 <br />C -G1 <br />Deleted <br />D -C23 <br />1.2 <br />0.9 <br />6015 <br />12 <br />D -C24 <br />0.9 <br />0.6 <br />C -G3 <br />24 <br />D -Dl <br />SEE DITCH <br />DETAIL D -Dl <br />C -G4 <br />12 <br />D -D2 <br />1.8 <br />1.5 <br />x An 18 -inch <br />culvert will handle 11 efs <br />D -D3 <br />0.9 <br />0.6 <br />with a HW /D <br />ratio of 2.0. If an 18 -inch <br />D -D4 <br />0.7 <br />0.4 <br />culvert is to <br />EM <br />A <br />KM <br />NT <br />or road will <br />provide 18" of head over top <br />6010 <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />0.D 5 <br />0.2 <br />of culvert. <br />-D7 <br />0.5 <br />0.3 <br />D -D8 <br />0.6 <br />0.3 <br />)KX See Figure <br />:E <br />FULL WATER EL_ . 6000' <br />1 <br />EL 5992.75 <br />- - <br />'v*'�-BOTTOM EL. 15990' <br />D -El <br />1.0 <br />0.7 <br />D -Fl ** <br />D -F2 ** <br />D -F3 ** <br />POND C CAPACITIES <br />D -Gl <br />Renamed Ditch D -4 <br />D -G2 <br />Dellee ed from design <br />_ <br />FULL <br />SEDIMENT <br />ACRE - FEET <br />WATER MINE WATER <br />SEDIMENT TOTAL <br />- <br />AS -BUILT �CAPACITY 3.24 0.23 <br />0.46 3.93 <br />pNislon °ry' J Safety <br />REQUIRED (CAPACITY 3.23 0.22 <br />0.37 3.82 <br />Mn�ngand <br />- <br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />O + N M V M ID N O 0 O. N M V IA ID N co M O. N M V Ln to I' 00 M O. <br />+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <br />O O O O O O O O O O N N N N N N N N N N M M <br />SCALE: 1 " =40' <br />2H:1V <br />SEDIMENT POND C - SECTION B -B' <br />0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 <br />O .-i N M V Ln tD N 00 01 O ,-i N M V Ln tD <br />0 0 0 0 0 0 0 0 0 0 <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />i <br />10" nMn n n <br />WIDTH <br />1.6' FREEBOARD <br />FULL FLOW LEVEL <br />DEPTH 1 <br />0.4' FLOW DEPTH <br />1.5 <br />® 10.0' <br />DITCH DETAILS <br />3HAV EMBANKMENT SPILLWAY DETAIL <br />DRAINAGE AREAS C, D, E <br />POND C SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />SLOPE MAY BE CUT OR FILL <br />DEPENDING ON LOCATION <br />1.3' FREEBOARD <br />1 6' DITCHES C6, 9, 14 <br />2.0' 1 FULL FLOW LEVEL 2 3' DITCHES C2, 4 <br />2 <br />2 0.7' FLOW DEPTH 2.0 1 <br />2.0' <br />L\ <br />10.0' <br />EMEGENCY SPILLWAY DETAIL <br />POND C <br />FULL FLOW LEVEL <br />10.0 <br />DITCH DETAIL <br />D -D1 <br />SEDIMENT POND C - SECTION C - C' <br />0.3' FREEBOARD <br />FLOW DEPTH <br />MIRAFI 60OX OR EQUAL-/ ' 2' -0" RIPRAP (D�, =24 ") <br />RIPRAP LINED CHANNEL <br />DITCH DETAIL C -C14 <br />MINIMUM <br />/ <br />EMBANKMENT <br />6005 <br />EL. 6002' 6005 <br />FULL WATER EL. 6000' <br />7 <br />6000 <br />6000 <br />FULL SEDIM <br />T EL. 5992.75 <br />5995 <br />6" VALVED DEWATERING P <br />/INLET EL. 5992.75" 5995 <br />I -SEEP COLLAR <br />5990 <br />_ - <br />- 5990 <br />0 0 0 <br />o O O O O o 0 0 0 <br />+ + + <br />+ + + + + + + + + <br />O O O <br />O O O O O O O <br />DIA. <br />SCALE: 1 " =20' <br />2H:SV <br />NOTES: <br />12 SEE <br />1. <br />For pond and ditch sizing calculations <br />C -C2 <br />0.3' FLOW DEPTH C -C3 <br />see Volume III, Appendix 8. <br />2. <br />Riprap shall consist of hard, dense, rough <br />C -C4 <br />fractured stone as nearly cubical as <br />No. <br />practical. Stone shall be well graded in <br />C -05 <br />order that the voids can be filled, and at <br />D -C1 <br />least 50 percent of the mass shall be <br />0.6 <br />stones equal to or larger than the specified <br />24 <br />riprap size. <br />3. <br />A geotextile fabric shall be placed under <br />C -C7 <br />all riprap. Use Mirafi 60OX or equal. <br />SCALE: 1"=20' 4. <br />Pond dewatering pipe shall be plastic <br />2H:1V <br />irrigation pipe, PIP, 80 psi rated, with bell <br />12 <br />and spigot joints or glued joints, valved <br />SEE DITCH <br />on the outlet end. <br />5. <br />For sediment control plan see Map No. 20. <br />6. <br />For drainage plans see Map No. 21 -1, 21 -2 <br />0.4 <br />21 -3 and 21 -4. <br />0.3' FREEBOARD <br />FLOW DEPTH <br />MIRAFI 60OX OR EQUAL-/ ' 2' -0" RIPRAP (D�, =24 ") <br />RIPRAP LINED CHANNEL <br />DITCH DETAIL C -C14 <br />MINIMUM <br />/ <br />CULVERT SIZE <br />7 <br />MINIMUM <br />DITCH <br />DRAINAGE AREAS C, D, E, F, G <br />1.7' FREEBOARD SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />DEPTH <br />REQUIREMENTS <br />CULVERT <br />MINIMUM DRAINAGE AREAS C <br />D E, F, G <br />No. <br />DIA. <br />C -C1 <br />12 SEE <br />MAP Nos. 21 -1, 21 -2 AND 21 <br />-3 FOR LOCATION <br />C -C2 <br />0.3' FLOW DEPTH C -C3 <br />12 <br />12 <br />DITCH <br />DITCH FLOW <br />C -C4 <br />18 <br />No. <br />DEPTH DEPTH <br />C -05 <br />36 <br />D -C1 <br />0.9 <br />0.6 <br />C -C6 <br />24 <br />D -C2 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C7 <br />36 <br />D -C3 <br />1.0 <br />0.7 <br />C -C8 <br />12 <br />D -C4 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C9 <br />12 <br />D -05 <br />0.7 <br />0.4 <br />C -C10 <br />12 <br />D -C6 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C11 <br />24 X <br />D -C7 <br />1.3 <br />1.0 <br />C -C12 <br />24 CIE <br />D -C8 <br />1.8 <br />1.5 <br />C -C13 <br />30 <br />D -C9 <br />Deleted <br />C -C14 <br />24 CIE <br />D -C10 <br />0.7 <br />0.4 <br />C -C15 <br />24 X <br />D -C11 <br />1.9 <br />1.6 <br />C -C16 <br />24 X <br />C -C17 <br />12 <br />D -C12 <br />1.1 <br />0.8 <br />C -C18 <br />24 <br />D -C13 <br />0.7 <br />0.4 <br />C -C19 <br />12 <br />D -C14 <br />SEE DITCH <br />DETAIL C -C14 <br />C -C20 <br />36 <br />D -C15 <br />0.7 <br />0.4 <br />C -C21 <br />12 <br />D -C16 <br />2.3 <br />2.0 <br />C -D1 <br />30 <br />D -C17 <br />0.8 <br />0.5 <br />C -D2 <br />30 <br />D -C18 <br />1.0 <br />0.7 <br />D -C19 <br />0.5 <br />0.2 <br />C -El <br />12 <br />D -C20 <br />0.7 <br />0.4 <br />C -Fl ** <br />D -C21 <br />0.6 <br />0.3 <br />C -F2 ** <br />D -C22 <br />1.2 <br />0.9 <br />C -G1 <br />Deleted <br />D -C23 <br />1.2 <br />0.9 <br />C -G2 <br />12 <br />D -C24 <br />0.9 <br />0.6 <br />C -G3 <br />24 <br />D -Dl <br />SEE DITCH <br />DETAIL D -Dl <br />C -G4 <br />12 <br />D -D2 <br />1.8 <br />1.5 <br />x An 18 -inch <br />culvert will handle 11 efs <br />D -D3 <br />0.9 <br />0.6 <br />with a HW /D <br />ratio of 2.0. If an 18 -inch <br />D -D4 <br />0.7 <br />0.4 <br />culvert is to <br />be used, assure rock headwall <br />D -D5 <br />0.7 <br />0.4 <br />or road will <br />provide 18" of head over top <br />D -D6 <br />0.D 5 <br />0.2 <br />of culvert. <br />-D7 <br />0.5 <br />0.3 <br />D -D8 <br />0.6 <br />0.3 <br />)KX See Figure <br />3, Volume DI <br />D -El <br />1.0 <br />0.7 <br />D -Fl ** <br />D -F2 ** <br />D -F3 ** <br />POND C CAPACITIES <br />D -Gl <br />Renamed Ditch D -4 <br />D -G2 <br />Dellee ed from design <br />ACRE - FEET <br />WATER MINE WATER <br />SEDIMENT TOTAL <br />�c�amaYton, <br />AS -BUILT �CAPACITY 3.24 0.23 <br />0.46 3.93 <br />pNislon °ry' J Safety <br />REQUIRED (CAPACITY 3.23 0.22 <br />0.37 3.82 <br />Mn�ngand <br />