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� o" nrnn n n <br />DITCH <br />a. <br />Y <br />pal <br />0 <br />POND C C <br />� C- <br />TLET FLU <br />'1 M� <br />j D T R11 E P <br />CUL U T <br />l <br />oo / LOL L[ <br />CH D -GI LLLL <br />LLL LL <br />LL <br />DI T / D-El LLLL <br />i L LL <br />y IA' „ , <br />BERM <br />LL <br />LL <br />L L <br />LP i <br />IL FENCE /ST BALE <br />DITCH <br />D -D <br />0' 40' <br />S <br />POND C <br />PLAN VIEW <br />SCALE 1" = 40' <br />1 <br />2. <br />2.0' <br />L\ <br />10.0' <br />3HAV EMBANKMENT SPILLWAY DETAIL <br />POND C <br />FULL FLOW LEVEL - <br />10.0' <br />EMEGENCY SPILLWAY DETAIL <br />POND C <br />2.0' <br />L\ <br />F ULL FLOW L - <br />10.0' <br />DITCH DETAIL <br />D -D1 <br />6005 <br />FULL WATER EL. <br />SEDIMENT POND C - SECTION C - C' <br />EMBANKMENT <br />/ EL. 6002' <br />i � <br />6000 <br />FULL SEDIM VT EL. 5992.75 <br />6" VALVE E <br />5995 /INLET BL 5992 75 ERING PIP <br />N -SEEP COLLAR <br />5990 - -- <br />0 0 0 0 0 0 0 0 0 0 0 0 <br />p ti N M V Ln lD n co 0) 0 ti <br />+ + + + + + + + + + + + <br />O O O O O O O O O O <br />6005 <br />6000 <br />5995 <br />5990 <br />SCALE: 1 " =20' <br />2H: 1V <br />1.6' FREEBOARD <br />1 <br />DEPTH <br />0.4' FLOW DEPTH <br />1.3' FREEBOARD <br />0.7' FLOW DEPTH <br />WIDTH <br />FULL FLOW L EVEL <br />1 <br />1.5 <br />FLOW DEPTH <br />2.0' <br />DITCH DETAILS <br />DRAINAGE AREAS C, D, E <br />SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />SLOPE MAY BE CUT OR FILL <br />DEPENDING ON LOCATION <br />6' MCHES C6, 9, 14 <br />1 <br />2 3' DUCHES C2, 4. <br />2 1 <br />MIRAFI 60OX OR EQUAL --/ 2' - 0" RIPRAP (D =24 ") <br />RIPRAP LINED CHANNEL <br />DITCH DETAIL C -C14 <br />_J <br />SEDIMENT <br />POND <br />C - <br />SECTION <br />A <br />- A' <br />Riprap shall consist of hard, dense, rough <br />0.46 <br />fractured stone as nearly cubical as <br />MINIMUM <br />practical. Stone shall be well graded in <br />DITCH <br />order that the voids can be filled, and at <br />DRAINAGE AREAS <br />6045 <br />6045 <br />stones equal to or larger than the specified <br />riprap size. <br />1.7' FREEBOARD <br />SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 <br />FOR LOCATION <br />DEPTH <br />REQUIREMENTS <br />Pond dewatering pipe shall be plastic <br />CULVERT <br />MINIMUM <br />DRAINAGE AREAS <br />C, D, E, F, G <br />5. <br />No. <br />DIA. <br />For drainage plans see Map No. 21 -1, 21 -2 <br />21 -3 and 21 -4. <br />SEE <br />MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />C -C1 <br />12 <br />C -C2 <br />12 <br />l <br />6040 <br />6040 <br />FLOW <br />0.3' ]FLOW DEPTH <br />C -C3 <br />12 <br />No. <br />DEPTH <br />DEPTH <br />C -C4 <br />18 <br />C -05 <br />36 <br />D -C1 <br />0.9 <br />0.6 <br />C -C6 <br />24 <br />D -C2 <br />SEE <br />DITCH 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 <br />DITCH 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 <br />DITCH DETAIL C -C14 <br />C -Cll <br />24 CIE <br />D -C7 <br />6035 <br />6035 <br />C -C12 <br />24 X <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 />D -C12 <br />1.1 <br />0.8 <br />C -C17 <br />12 <br />D -C13 <br />0.7 <br />0.4 <br />C -C18 <br />C -C19 <br />24 <br />12 <br />D -C14 <br />SEE <br />DITCH 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 />6030 <br />6030 <br />D -C17 <br />0.8 <br />0.5 <br />C -D1 <br />30 <br />D -C18 <br />1.0 <br />0.7 <br />C -D2 <br />30 <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 -F1 ** <br />D -C21 <br />0.6 <br />0.3 <br />C -F2 ** <br />D -C22 <br />1.2 <br />0.9 <br />D -C23 <br />1.2 <br />0.9 <br />C -G1 <br />Deleted <br />D -C24 <br />0.9 <br />0.6 <br />C -G2 <br />12 <br />6025 <br />6025 <br />D -Dl <br />SEE <br />DITCH DETAIL D -Dl <br />C -G4 <br />12 <br />D -D2 <br />1.8 <br />1.5 <br />D -D3 <br />1.1 <br />0.1 <br />0.1 <br />)K An 18 -inch culvert will handle 11 cfs <br />D-D4 <br />0.7 <br />0.4 <br />with a HW /D <br />ratio of 2.0. <br />If an 18 -inch <br />D -D5 <br />0.7 <br />1 <br />culvert is to <br />be used, assure <br />rock headwall <br />D -D6 <br />0.5 <br />0.2 <br />or road will <br />provide 18" of <br />head over top <br />D -D7 <br />0.6 <br />0.3 <br />of culvert. <br />D -D8 <br />0.6 <br />0.3 <br />)K X See Figure <br />3, Volume IX <br />6020 <br />6020 <br />0.7 <br />6015 <br />6015 <br />_ <br />bMBANKMEN <br />6010 <br />6010 <br />p� <br />i 6005 <br />6005 <br />FULL <br />WATER <br />EL. 600 <br />_ <br />_ L- <br />i <br />6000 <br />6000 <br />FULL SEDIMENT <br />EL. <br />5992.75 <br />5995 <br />5995 ! <br />- <br />_- <br />5990 <br />5990 _ <br />I <br />�,_ <br />EL. <br />5990'- <br />5985 <br />5985 <br />_ <br />_,_ <br />_.__ <br />OTTOM <br />_, -___ <br />-_ <br />0 <br />0 0 0 0 0 0 0 0 0 0 0 <br />0 0 0 <br />0 0 <br />0 0 0 0 0 <br />0 <br />0 0) <br />'dr <br />o 0 0 0 0 0 0 <br />M M O <br />O <br />. N M V Ln t0 L\ Lp 0) O. <br />N M V <br />M O <br />n W O O .-i <br />N <br />M <br />M LD n <br />(N " <br />N N N N N M M <br />O <br />O O O O O O O O O <br />SCALE: 1 - . <br />2H: 1V <br />1 <br />2. <br />2.0' <br />L\ <br />10.0' <br />3HAV EMBANKMENT SPILLWAY DETAIL <br />POND C <br />FULL FLOW LEVEL - <br />10.0' <br />EMEGENCY SPILLWAY DETAIL <br />POND C <br />2.0' <br />L\ <br />F ULL FLOW L - <br />10.0' <br />DITCH DETAIL <br />D -D1 <br />6005 <br />FULL WATER EL. <br />SEDIMENT POND C - SECTION C - C' <br />EMBANKMENT <br />/ EL. 6002' <br />i � <br />6000 <br />FULL SEDIM VT EL. 5992.75 <br />6" VALVE E <br />5995 /INLET BL 5992 75 ERING PIP <br />N -SEEP COLLAR <br />5990 - -- <br />0 0 0 0 0 0 0 0 0 0 0 0 <br />p ti N M V Ln lD n co 0) 0 ti <br />+ + + + + + + + + + + + <br />O O O O O O O O O O <br />6005 <br />6000 <br />5995 <br />5990 <br />SCALE: 1 " =20' <br />2H: 1V <br />1.6' FREEBOARD <br />1 <br />DEPTH <br />0.4' FLOW DEPTH <br />1.3' FREEBOARD <br />0.7' FLOW DEPTH <br />WIDTH <br />FULL FLOW L EVEL <br />1 <br />1.5 <br />FLOW DEPTH <br />2.0' <br />DITCH DETAILS <br />DRAINAGE AREAS C, D, E <br />SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />SLOPE MAY BE CUT OR FILL <br />DEPENDING ON LOCATION <br />6' MCHES C6, 9, 14 <br />1 <br />2 3' DUCHES C2, 4. <br />2 1 <br />MIRAFI 60OX OR EQUAL --/ 2' - 0" RIPRAP (D =24 ") <br />RIPRAP LINED CHANNEL <br />DITCH DETAIL C -C14 <br />_J <br />MINIMUM CULVERT <br />SIZE <br />For pond and ditch sizing calculations <br />TOTAL <br />see Volume III, Appendix 8. <br />2. <br />Riprap shall consist of hard, dense, rough <br />0.46 <br />fractured stone as nearly cubical as <br />MINIMUM <br />practical. Stone shall be well graded in <br />DITCH <br />order that the voids can be filled, and at <br />DRAINAGE AREAS <br />C, D, <br />E, F, G <br />stones equal to or larger than the specified <br />riprap size. <br />1.7' FREEBOARD <br />SEE MAP Nos. 21 -1, 21 -2 AND 21 -3 <br />FOR LOCATION <br />DEPTH <br />REQUIREMENTS <br />Pond dewatering pipe shall be plastic <br />CULVERT <br />MINIMUM <br />DRAINAGE AREAS <br />C, D, E, F, G <br />5. <br />No. <br />DIA. <br />For drainage plans see Map No. 21 -1, 21 -2 <br />21 -3 and 21 -4. <br />SEE <br />MAP Nos. 21 -1, 21 -2 AND 21 -3 FOR LOCATION <br />C -C1 <br />12 <br />C -C2 <br />12 <br />DITCH <br />DITCH <br />FLOW <br />0.3' ]FLOW DEPTH <br />C -C3 <br />12 <br />No. <br />DEPTH <br />DEPTH <br />C -C4 <br />18 <br />C -05 <br />36 <br />D -C1 <br />0.9 <br />0.6 <br />C -C6 <br />24 <br />D -C2 <br />SEE <br />DITCH 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 <br />DITCH 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 <br />DITCH DETAIL C -C14 <br />C -Cll <br />24 CIE <br />D -C7 <br />1.3 <br />1.0 <br />C -C12 <br />24 X <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 />D -C12 <br />1.1 <br />0.8 <br />C -C17 <br />12 <br />D -C13 <br />0.7 <br />0.4 <br />C -C18 <br />C -C19 <br />24 <br />12 <br />D -C14 <br />SEE <br />DITCH 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 />D -C17 <br />0.8 <br />0.5 <br />C -D1 <br />30 <br />D -C18 <br />1.0 <br />0.7 <br />C -D2 <br />30 <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 -F1 ** <br />D -C21 <br />0.6 <br />0.3 <br />C -F2 ** <br />D -C22 <br />1.2 <br />0.9 <br />D -C23 <br />1.2 <br />0.9 <br />C -G1 <br />Deleted <br />D -C24 <br />0.9 <br />0.6 <br />C -G2 <br />12 <br />C -G3 <br />24 <br />D -Dl <br />SEE <br />DITCH DETAIL D -Dl <br />C -G4 <br />12 <br />D -D2 <br />1.8 <br />1.5 <br />D -D3 <br />1.1 <br />0.1 <br />0.1 <br />)K An 18 -inch culvert will handle 11 cfs <br />D-D4 <br />0.7 <br />0.4 <br />with a HW /D <br />ratio of 2.0. <br />If an 18 -inch <br />D -D5 <br />0.7 <br />0.4 <br />culvert is to <br />be used, assure <br />rock headwall <br />D -D6 <br />0.5 <br />0.2 <br />or road will <br />provide 18" of <br />head over top <br />D -D7 <br />0.6 <br />0.3 <br />of culvert. <br />D -D8 <br />0.6 <br />0.3 <br />)K X See Figure <br />3, Volume IX <br />D -El <br />1.0 <br />0.7 <br />POND C CAPACITIES <br />ACRE - FEET <br />SEDIMENT POND C - SECTION B -B' <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />6005 <br />6000 <br />5995 <br />5990 <br />5985 <br />SCALE: 1 " =20' <br />2H: 1V <br />NOTES: <br />WATER <br />i. <br />For pond and ditch sizing calculations <br />TOTAL <br />see Volume III, Appendix 8. <br />2. <br />Riprap shall consist of hard, dense, rough <br />0.46 <br />fractured stone as nearly cubical as <br />REQUIREDI <br />practical. Stone shall be well graded in <br />0.22 <br />order that the voids can be filled, and at <br />3.82 <br />least 50 percent of the mass shall be <br />stones equal to or larger than the specified <br />riprap size. <br />3. <br />A geotextile fabric shall be placed under <br />all riprap. Use Mirafi 60OX or equal. <br />4. <br />Pond dewatering pipe shall be plastic <br />irrigation pipe, PIP, 80 psi rated, with bell <br />and spigot joints or glued joints, valved <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 />21 -3 and 21 -4. <br />D -Fl ** <br />D -F2 ** <br />D -F3 ** <br />D -G1 <br />D -G2 <br />acT o � Zoos <br />putts un �, KedamaW <br />Nlinin0 nn n Safoty <br />0.3' FREEBOARD <br />Renamed Ditch D -4 <br />Deleted from design <br />-u l <br />Pip - ST <br />/ - -1 <br />V <br />T <br />�. LL <br />N►P� AR LL <br />o O O O O 0 0 0 0 0 0 0 C3 0 0 0 0 <br />o N M v Ln LD F11 co ON o r4 m V Ln Lo <br />+ + t + + + + + <br />0 0 0 0 0 0 0 0 0 0 <br />WATER <br />MINE WATER <br />SEDIMENT <br />TOTAL <br />AS- BUILT' <br />CAPACITY 3.24 <br />0.23 <br />0.46 <br />3.93 <br />REQUIREDI <br />CAPACITY 3.23 <br />0.22 <br />0.37 <br />3.82 <br />o O O O O 0 0 0 0 0 0 0 C3 0 0 0 0 <br />o N M v Ln LD F11 co ON o r4 m V Ln Lo <br />+ + t + + + + + <br />0 0 0 0 0 0 0 0 0 0 <br />