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• is • DASHED LINE FINISH AS -BUILT POND SURVEY PROFILE - SOLID LINE PROPOSED PROFILE REut'v JUN 12 IN, nt Reclamatlon, ana 00,...9 POND OUTLET (2) 24' 0 CMP PRINCIPAL OUTLET INVERT ELEVATION = 7233.0 FT EMERGENCY OUTLET INVERT ELEVATION = 7234.0 FT STABILIZE VERTICAL 24" 0 CMP RISERS AS NECESSARY SEDIMENT POND BOTTOM pond -n -s PROFILE /— PROPOSED GRADE(TYP) (SEE DESIGN ENGINEER) EXST ELEV =7226 / SEE DETAILS SD-4 GRADE(TYP) Fi I I► pond -e -w PROFILE 1 +00 2 +00 0 +00 1 +00 2 +00 3 +00 4 +00 SECTION g NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ Notes. 1, ALL 9ECTIpl9/PPCPIi ES IXUWN WEIR A 1:1 VERnGI EXAGGERATION 3. ALL EARi RK TO BE IN ACCORUANCE WIR1 GEOTECRN ENGINEERING REGdAMENMTWNS PREPARED MTPA \RNER GEOTECX iYM•TXE PROJECT §liE WRLN 1AlL FlLL ILL TO BE FREE CF ALL OELETERIWB NPTERNL.9UCR A9 Ci1GANIC IMTERNI, PEFl19E. AND SONSS CNON BE NIOB A. NATURAL PFRCGg69 CF,BESA CONOMONED BETWEENUNDAnoN AIID ABOUT IEN PERCENBEB OPTIMUM TO RFLIA:EAr W NOT CONBOLI ARILANO BETTIFMEM 5.IIFTBAAPACn PUCEOINiNT USED. ALL, THATOONOT BE X*ITIEGPABILtt TV l DRYWNSFTN AS WINED USED.ALL 1SET, I BE 011,IEOTOB9% OF FEET OF DRYLDW F'ASDEFINEDBYASTN O156T, IAODJFTO FOCTOO. INE TOP NNFFEETT Fl REPORT BE FUR THEN CCMVALIEO 1095 %NWIFRTI PROCTOR PER IRAUINER (#OLELR REPORT 8 ALL EMIANI LTNIE FILL SOUf11 OF SECTION D TO BE LOMPACf@➢TO94 %NOOIFlFD PRCLTpi PER IRAUTNER OEOTECRREPORT 3 +00 4 +00 SECTION q NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ pond -e -w- northside PROFILE 5 +00 6 +00 7 +00 0 +00 1 +00 2 +00 3 +00 SECTION C NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ pond -e -w- southside PROFILE 0 +00 1 +00 2 +00 3 +00 SECTION p NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ a w s ° io g Cn o H Z U � J U a o a co W Z l Z _Q _y Z� �j J m Q H oa v4 a_ uZ p Y L Z a W Z 02 Lu z �' a m Lu Qo = o W cue c s � j n SW OF 4 m Q U) W Z O IIIF L) W U) Monson 0 +00 1 +00 2 +00 3 +00 4 +00 SECTION g NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ Notes. 1, ALL 9ECTIpl9/PPCPIi ES IXUWN WEIR A 1:1 VERnGI EXAGGERATION 3. ALL EARi RK TO BE IN ACCORUANCE WIR1 GEOTECRN ENGINEERING REGdAMENMTWNS PREPARED MTPA \RNER GEOTECX iYM•TXE PROJECT §liE WRLN 1AlL FlLL ILL TO BE FREE CF ALL OELETERIWB NPTERNL.9UCR A9 Ci1GANIC IMTERNI, PEFl19E. AND SONSS CNON BE NIOB A. NATURAL PFRCGg69 CF,BESA CONOMONED BETWEENUNDAnoN AIID ABOUT IEN PERCENBEB OPTIMUM TO RFLIA:EAr W NOT CONBOLI ARILANO BETTIFMEM 5.IIFTBAAPACn PUCEOINiNT USED. ALL, THATOONOT BE X*ITIEGPABILtt TV l DRYWNSFTN AS WINED USED.ALL 1SET, I BE 011,IEOTOB9% OF FEET OF DRYLDW F'ASDEFINEDBYASTN O156T, IAODJFTO FOCTOO. INE TOP NNFFEETT Fl REPORT BE FUR THEN CCMVALIEO 1095 %NWIFRTI PROCTOR PER IRAUINER (#OLELR REPORT 8 ALL EMIANI LTNIE FILL SOUf11 OF SECTION D TO BE LOMPACf@➢TO94 %NOOIFlFD PRCLTpi PER IRAUTNER OEOTECRREPORT 3 +00 4 +00 SECTION q NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ pond -e -w- northside PROFILE 5 +00 6 +00 7 +00 0 +00 1 +00 2 +00 3 +00 SECTION C NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ pond -e -w- southside PROFILE 0 +00 1 +00 2 +00 3 +00 SECTION p NTS Sp2 VERTICAL EXAGERATON = 2:1 VERT:HORIZ a w s ° io g Cn o H Z U � J U a o a co W Z l Z _Q _y Z� �j J m Q H oa v4 a_ uZ p Y L Z a W Z 02 Lu z �' a m Lu Qo = o W cue c s � j n SW OF 4 m Q U) W Z O IIIF L) W U)