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TRANSCRIPT
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Z 5/10
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305
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APACHE RD
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JACKSON RESERVOIR
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Y 5/10
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144
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PROJECT LOCATION
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PROJECT LOCATION
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TOWNSHIP 5N, RANGE 60W
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JACKSON STATE WILDLIFE AREA
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PROJECT
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CO-23-6
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POND GRADING
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PHILLIPS 66 & CPW
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IN COOPERATION WITH
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PLAN INDEX PLAN INDEX 1 - LOCATION & VICINITY MAP 2 - OVERALL PLAN & CONTROL 3 - POND #1 CROSS-SECTIONS 4 - POND #1 GRADING 5 - POND #2 CROSS-SECTIONS 6 - POND #2 GRADING 7 - POND #7 & #8 CROSS-SECTIONS 8 - POND #7 & #8 GRADING 9 - TEMPORARY & PERMANENT BMPS 10 - SWMP DETAILS
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SECTION 11, 14, & 15
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ESTIMATED QUANTITIES ESTIMATED QUANTITIES MOBILIZATION: 1 L.S. : 1 L.S. 1 L.S. SITE PREPARATION (TOP SOIL): 1 L.S. : 1 L.S. 1 L.S. EXCAVATION: : POND #1 GRADING (CUT) 2,852 C.Y.-P* 2,852 C.Y.-P* POND #1 SPILLWAY GRADING (CUT) 19 C.Y.-P SPILLWAY GRADING (CUT) 19 C.Y.-P (CUT) 19 C.Y.-P 19 C.Y.-P POND #2 GRADING (CUT) 3,538 C.Y.-P* 3,538 C.Y.-P* POND #2 SPILLWAY GRADING (CUT) 15 C.Y.-P 15 C.Y.-P POND #7 & #8 GRADING (CUT) 4,570 C.Y.-P* 4,570 C.Y.-P* SPILLWAY POND #7 & #8 GRADING (CUT) 4 C.Y.-P 4 C.Y.-P C.Y.-P - PAYMENT WILL BE BASED ON THE PLAN QUANTITY LISTED ABOVE. *FILL IS CONSIDERED INCIDENTAL TO THE CUT. *FILL INCLUDES 20% FOR SHRINKAGE. *TREE REMOVAL AND BURIAL IS CONSIDERED INCIDENTAL TO THE CUT.
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DUCKS UNLIMITED
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COLORADO
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PROJECT LOCATION
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SPECIFICATIONS SPECIFICATIONS 101 GENERAL CONDITIONS GENERAL CONDITIONS 102 SUPPLEMENTAL CONDITIONS SUPPLEMENTAL CONDITIONS 201 MOBILIZATION MOBILIZATION 202 SITE PREPARATION SITE PREPARATION 203 EXCAVATION EXCAVATION 204 EMBANKMENT CONSTRUCTION EMBANKMENT CONSTRUCTION
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%%UVICINITY MAP
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SCALE: 1" 4 miles
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%%ULOCATION MAP
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SCALE: 1" 1760'
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PAVED ROADS = YELLOW
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DIRT ROADS = ORANGE
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PROJECT COORDINATES LATITUDE: 40.40783 40.40783°LONGITUDE: 104.0702 104.0702°
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Cover
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CO-23-6
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1
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LOCATION & VICINITY MAP
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3/31/2020
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10
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FORT MORGAN
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US 6
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34
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144
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WELDONA
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144
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144
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ORCHARD
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CC
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JACKSON RESERVOIR
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US 6
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144
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MORGAN COUNTY, CO
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PAVED ROADS = YELLOW
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DIRT ROADS = ORANGE
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DUCKS UNLIMITED ENGINEER: KEVIN WARNER, P.E. 1825 SHARP POINT DR. SUITE 118 FORT COLLINS, CO 80525 (970) 590-1545
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
POND #1
FSL ELEV: 4451.0
AREA : 3.7 AC
POND #2
FSL ELEV: 4446.0
AREA: 4.9 AC
POND #7 & #8
FSL ELEV = 4448.0
AREA: 7.7 AC
EX POND #3
EX POND #4
EX POND #5
EX POND #6
JACKSON RESERVOIR
POND #7
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SPILLWAY
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LOWER SPILLWAY #1 TO ELEV: 4451.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 19 C.Y.) SEE DETAILS SHEETS 3 & 43 & 4 & 44
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LOWER SPILLWAY #2 TO ELEV: 4446.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 15 C.Y.) SEE DETAILS SHEETS 5 & 65 & 6 & 66
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LOWER SPILLWAY #7 & #8 TO #7 & #8 TO TO ELEV: 4448.25 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 4 C.Y.) SEE DETAILS SHEETS 7 & 8SHEETS 7 & 87 & 8 & 88
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POND #1 CUT 2,852 C.Y. SEE DETAILS SHEETS 3 & 43 & 4 & 44
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POND #2 FILL 3,553 C.Y. SEE DETAILS SHEETS 5 & 65 & 6 & 66
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POND #7 & #8 CUT 4,570 C.Y. SEE DETAILS SHEETS 7 & 87 & 8 & 88
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POND #1 FILL 2,871 C.Y. SEE DETAILS SHEETS 3 & 43 & 4 & 44
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POND #2 CUT 3,538 C.Y. SEE DETAILS SHEETS 5 & 65 & 6 & 66
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POND #7 & #8 FILL 4,441 C.Y. SEE DETAILS SHEETS 7 & 87 & 8 & 88
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RAISE 400 LF (133 C.Y.) OF EMBANKMENT TO ELEV: 4449.0
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TREES TO REMAIN IN PLACE
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ISLAND TO REMAIN IN PLACE
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ISLAND TO REMAIN IN PLACE
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ISLAND TO REMAIN IN PLACE
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EXISTING PIPELINE
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EXISTING PIPELINE
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EXISTING PIPELINE
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ISLAND TO REMAIN IN PLACE
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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OF
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SHEET NUMBER:
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APPROVED BY:
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DU PROJECT NUMBER:
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Overall Plan & Control
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CO-23-6
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2
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OVERALL PLAN & CONTROL
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3/31/2020
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10
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0
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125
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250
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500
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HORIZONTAL AND VERTICAL CONTROL OPUS SOLUTION: COORDINATES ARE UTM ZONE 12 GRID COORDINATES IN US FEET ARE UTM ZONE 12 GRID COORDINATES IN US FEET ARE UTM ZONE 12 GRID COORDINATES IN US FEET UTM ZONE 12 GRID COORDINATES IN US FEET UTM ZONE 12 GRID COORDINATES IN US FEET ZONE 12 GRID COORDINATES IN US FEET ZONE 12 GRID COORDINATES IN US FEET 12 GRID COORDINATES IN US FEET 12 GRID COORDINATES IN US FEET GRID COORDINATES IN US FEET GRID COORDINATES IN US FEET COORDINATES IN US FEET COORDINATES IN US FEET IN US FEET IN US FEET US FEET US FEET FEET FEET [NAD83]. THEY WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH THEY WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH THEY WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH ESTABLISHED FROM THE WGS84 ELLIPSOID WITH ESTABLISHED FROM THE WGS84 ELLIPSOID WITH FROM THE WGS84 ELLIPSOID WITH FROM THE WGS84 ELLIPSOID WITH THE WGS84 ELLIPSOID WITH THE WGS84 ELLIPSOID WITH WGS84 ELLIPSOID WITH WGS84 ELLIPSOID WITH ELLIPSOID WITH ELLIPSOID WITH WITH WITH INFORMATION FROM A TRIMBLE R10 SURVEY GRADE GPS RECEIVER FROM A TRIMBLE R10 SURVEY GRADE GPS RECEIVER FROM A TRIMBLE R10 SURVEY GRADE GPS RECEIVER A TRIMBLE R10 SURVEY GRADE GPS RECEIVER A TRIMBLE R10 SURVEY GRADE GPS RECEIVER TRIMBLE R10 SURVEY GRADE GPS RECEIVER TRIMBLE R10 SURVEY GRADE GPS RECEIVER R10 SURVEY GRADE GPS RECEIVER R10 SURVEY GRADE GPS RECEIVER SURVEY GRADE GPS RECEIVER SURVEY GRADE GPS RECEIVER GRADE GPS RECEIVER GRADE GPS RECEIVER GPS RECEIVER GPS RECEIVER RECEIVER RECEIVER ON AUGUST 12, 2019 AT DUCKS UNLIMITED CONTROL POINT AUGUST 12, 2019 AT DUCKS UNLIMITED CONTROL POINT AUGUST 12, 2019 AT DUCKS UNLIMITED CONTROL POINT 12, 2019 AT DUCKS UNLIMITED CONTROL POINT 12, 2019 AT DUCKS UNLIMITED CONTROL POINT 2019 AT DUCKS UNLIMITED CONTROL POINT 2019 AT DUCKS UNLIMITED CONTROL POINT AT DUCKS UNLIMITED CONTROL POINT AT DUCKS UNLIMITED CONTROL POINT DUCKS UNLIMITED CONTROL POINT DUCKS UNLIMITED CONTROL POINT UNLIMITED CONTROL POINT UNLIMITED CONTROL POINT CONTROL POINT CONTROL POINT POINT POINT DU-515-19 AND CALIBRATED TO AN OPUS POSITION OCCUPIED FOR AND CALIBRATED TO AN OPUS POSITION OCCUPIED FOR AND CALIBRATED TO AN OPUS POSITION OCCUPIED FOR CALIBRATED TO AN OPUS POSITION OCCUPIED FOR CALIBRATED TO AN OPUS POSITION OCCUPIED FOR TO AN OPUS POSITION OCCUPIED FOR TO AN OPUS POSITION OCCUPIED FOR AN OPUS POSITION OCCUPIED FOR AN OPUS POSITION OCCUPIED FOR OPUS POSITION OCCUPIED FOR OPUS POSITION OCCUPIED FOR POSITION OCCUPIED FOR POSITION OCCUPIED FOR OCCUPIED FOR OCCUPIED FOR FOR FOR 4 HOURS AND 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. HOURS AND 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. HOURS AND 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. AND 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. AND 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. 30 MINUTE(S) AND SENT TO NGS FOR SOLUTION. MINUTE(S) AND SENT TO NGS FOR SOLUTION. MINUTE(S) AND SENT TO NGS FOR SOLUTION. AND SENT TO NGS FOR SOLUTION. SENT TO NGS FOR SOLUTION. SENT TO NGS FOR SOLUTION. TO NGS FOR SOLUTION. TO NGS FOR SOLUTION. NGS FOR SOLUTION. NGS FOR SOLUTION. FOR SOLUTION. FOR SOLUTION. SOLUTION. SOLUTION. THE VERTICAL CONTROL CAME FROM THE SAME SOLUTION USING VERTICAL CONTROL CAME FROM THE SAME SOLUTION USING VERTICAL CONTROL CAME FROM THE SAME SOLUTION USING CONTROL CAME FROM THE SAME SOLUTION USING CONTROL CAME FROM THE SAME SOLUTION USING CAME FROM THE SAME SOLUTION USING CAME FROM THE SAME SOLUTION USING FROM THE SAME SOLUTION USING FROM THE SAME SOLUTION USING THE SAME SOLUTION USING THE SAME SOLUTION USING SAME SOLUTION USING SAME SOLUTION USING SOLUTION USING SOLUTION USING USING USING GEOID 12A CONUS IN THE NAVD88. THE FULL OPUS SOLUTION 12A CONUS IN THE NAVD88. THE FULL OPUS SOLUTION 12A CONUS IN THE NAVD88. THE FULL OPUS SOLUTION CONUS IN THE NAVD88. THE FULL OPUS SOLUTION CONUS IN THE NAVD88. THE FULL OPUS SOLUTION IN THE NAVD88. THE FULL OPUS SOLUTION IN THE NAVD88. THE FULL OPUS SOLUTION THE NAVD88. THE FULL OPUS SOLUTION THE NAVD88. THE FULL OPUS SOLUTION NAVD88. THE FULL OPUS SOLUTION NAVD88. THE FULL OPUS SOLUTION THE FULL OPUS SOLUTION THE FULL OPUS SOLUTION THE FULL OPUS SOLUTION FULL OPUS SOLUTION FULL OPUS SOLUTION OPUS SOLUTION OPUS SOLUTION SOLUTION SOLUTION REPORT IS ON FILE AT THE DUCKS UNLIMITED ENGINEERING IS ON FILE AT THE DUCKS UNLIMITED ENGINEERING IS ON FILE AT THE DUCKS UNLIMITED ENGINEERING ON FILE AT THE DUCKS UNLIMITED ENGINEERING ON FILE AT THE DUCKS UNLIMITED ENGINEERING FILE AT THE DUCKS UNLIMITED ENGINEERING FILE AT THE DUCKS UNLIMITED ENGINEERING AT THE DUCKS UNLIMITED ENGINEERING AT THE DUCKS UNLIMITED ENGINEERING THE DUCKS UNLIMITED ENGINEERING THE DUCKS UNLIMITED ENGINEERING DUCKS UNLIMITED ENGINEERING DUCKS UNLIMITED ENGINEERING UNLIMITED ENGINEERING UNLIMITED ENGINEERING ENGINEERING ENGINEERING DEPARTMENT IN FORT COLLINS, COLORADO.
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BORROW NOTES: : 1. STRIP AND STOCKPILE APPROX. 4"-6" OF TOPSOIL FROM PROPOSED STRIP AND STOCKPILE APPROX. 4"-6" OF TOPSOIL FROM PROPOSED BORROW AREA. 4"-6" OF TOPSOIL SHALL BE RESPREAD OVER THE ENTIRE BORROW AREA INCLUDING SIDE SLOPES. COST OF TOPSOIL WORK SHALL BE CONSIDERED INCIDENTAL TO BID ITEM "SITE "SITE PREPARATION". 2. SUITABLE MATERIAL FOR ALL FILLS SHALL BE OBTAINED FROM THE SUITABLE MATERIAL FOR ALL FILLS SHALL BE OBTAINED FROM THE DESIGNATED BORROW AREA SHOWN ON THIS SHEET AS APPROVED BY THE DU FIELD ENGINEER. CARE SHALL BE TAKEN NOT TO OPEN UP ANY SAND LENSES THAT WILL INCREASE SEEPAGE FROM ANY EXCAVATION AREAS. 3. BORROW AREAS ARE TO LOOK NATURAL UPON COMPLETION, BORROW AREAS ARE TO LOOK NATURAL UPON COMPLETION, MAINTAINING VISUAL APPEALING SLOPES. IDEALLY THESE SLOPES SHALL BE 6:1 OR FLATTER. IN ADDITION BORROW AREAS SHALL MAINTAIN HISTORIC DRAINAGE PATHS AND SHALL DRAIN DURING RUNOFF. 4. BORROW AREAS ARE DEFINED AND THE CONTRACTOR NEEDS APPROVAL BORROW AREAS ARE DEFINED AND THE CONTRACTOR NEEDS APPROVAL FROM THE DU ENGINEER TO BORROW OUTSIDE OF THE DEFINED LIMIT.
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HALF FOOT CONTOUR INTERVALS SHOWN
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ABBREVIATIONS LIST: BLDC = BUILDING CORNER BRK = BREAK BTM. = BOTTOM C.L. = CENTER LINE CMP = CORRUGATED METAL PIPE ROUND CMPA = CORRUGATED METAL PIPE ARCH CONC. = CONCRETE DIA. = DIAMETER E = EASTING COORDINATE OR EAST ELEV. = ELEVATION EMB. = EMBANKMENT EPAV = EDGE OF PAVEMENT EX. = EXISTING EXIST. = EXISTING FES = FLARED END SECTION FSL = FULL SERVICE LEVEL GA. = GAUGE G.W. = GUY WIRE INV = INVERT LAT = LATITUDE (WGS84) LONG = LONGITUDE (WGS84) L.F. = LINEAR FEET MISC = MISCELLANEOUS N = NORTHING COORDINATE OR NORTH NFES = NON-FLARED END SECTION O.C. = ON CENTER O.C.E.W. = ON CENTER EACH WAY 0HE = OVERHEAD ELECTRIC P.C. = POINT OF INTERSECTION P.I. = POINT OF INTERSECTION P.T. = POINT OF TANGENCY RCP = REINFORCED CONCRETE PIPE RD = ROAD REM. = REMOVE REQ'D = REQUIRED R.O.W. = RIGHT OF WAY S = SOUTH SED. = SEDIMENT SHLD = SHOULDER SLP = SLOPE STPLG = STOPLOG TBM = TEMPORARY BENCHMARK TEL = TELEPHONE/COMMUNICATOINS UG = UNDERGROUND VEG = VEGETATION W = WEST OR WITH WCS = WATER CONTROL STRUCTURE WL = WATER LEVEL WS = WATER SHOT *NOTE: NOT ALL ABBREVIATIONS IN THIS LIST APPEAR ON THIS SHEET
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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TREE REMOVAL AND BURIAL NOTES: : 1. TREES TO BE BURIED A MINIMUM OF 50' FROM THE TOE OF TREES TO BE BURIED A MINIMUM OF 50' FROM THE TOE OF EACH EMBANKMENT. 2. TREE REMOVAL AND BURIAL IS CONSIDERED INCIDENTAL TO CUT TREE REMOVAL AND BURIAL IS CONSIDERED INCIDENTAL TO CUT AND SHOULD BE INCLUDED IN THE LUMP SUM OF EACH POND BID ITEM.
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
4449.13
4448.84
4448.59
4449.32
4448.96
4448.72
POND #1
FSL ELEV: 4451.0
AREA : 3.7 AC
4448.91
4448.90
4448.87
4448.84
4448.81
4448.78
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SPILLWAY
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4451.0
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4:1
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CUT
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Fill
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500:1
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4451.0
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CUT
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Fill
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Fill
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ISLAND TO REMAIN IN PLACE
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EXISTING GROUND
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FINISHED GROUND
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10:1
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ELEV: 4451.5
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10:1
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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3
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POND #1 CROSS-SECTIONS
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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B
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B'
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A
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A'
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0
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25
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100
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POND #1 SECTION B-B' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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SPILLWAY #1 PROFILE VIEW SCALE: 1"=5'
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POND #1 SECTION A-A' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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LOWER SPILLWAY #1 TO ELEV: 4451.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 19 C.Y.) SEE DETAIL THIS SHEET SEE GRADING PLAN SHEET 44
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POND #1 CUT 2,852 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 44
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POND #1 FILL 2,871 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 44
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CROSS-SECTION B-B' FINISHED GROUND SURFACE CONSTANT WEST TO EAST
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CROSS-SECTION A-A' FINISHED GROUND SURFACE SLOPES FROM 4449.5 TO 4448.5 NORTH TO SOUTH
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ISLAND TO REMAIN IN PLACE
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GRADING NOTES: : 1. FILL INCLUDES 20% FOR SHRINKAGE. FILL INCLUDES 20% FOR SHRINKAGE.
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
POND #1
FSL ELEV: 4451.0
AREA : 3.7 AC
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LOWER SPILLWAY #1 TO ELEV: 4451.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 19 C.Y.) SEE DETAIL SHEET 3 3 SEE GRADING PLAN THIS SHEET
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POND #1 CUT 2,852 C.Y. SEE CROSS-SECTIONS SHEET 3 3 SEE GRADING PLAN THIS SHEET
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POND #1 FILL 2,871 C.Y. SEE CROSS-SECTIONS SHEET 3 3 SEE GRADING PLAN THIS SHEET
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ISLAND TO REMAIN IN PLACE
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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OF
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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4
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POND #1 GRADING
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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0
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15
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30
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60
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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GRADING NOTES: : 1. FILL IS CONSIDERED INCIDENTAL TO CUT. FILL IS CONSIDERED INCIDENTAL TO CUT.
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
4444.87
4444.75
4444.62
4444.49
4444.37
4444.26
4444.12
POND #2
FSL ELEV: 4446.0
AREA: 4.9 AC
4444.14
4444.31
4444.37
4444.43
4444.41
4444.39
4444.37
4444.35
4444.29
KR
W
KJW
CC
MM
M
N
LEGEND
FINISHED CONTOURS
PROPERTY BOUNDARY
EXISTING PIPE
FULL SERVICE LEVEL (FSL)
CUT DEPTH [FT]
FILL DEPTH [FT]
EXISTING CONTOURS
CUT (BORROW)
FILL (SPOIL)
SPILLWAY
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4446.0
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4:1
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500:1
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CUT
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Fill
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4446.0
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Fill
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Fill
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Fill
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CUT
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ISLAND TO REMAIN IN PLACE
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EXISTING GROUND
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FINISHED GROUND
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ELEV: 4446.5
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10:1
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10:1
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D'
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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5
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POND #2 CROSS-SECTIONS
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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D
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C
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C'
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0
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25
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50
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POND #2 SECTION D-D' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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POND #2 SECTION C-C' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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SPILLWAY #2 PROFILE VIEW SCALE: 1"=5'
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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LOWER SPILLWAY #2 TO ELEV: 4446.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 15 C.Y.) SEE DETAIL THIS SHEET SEE GRADING PLAN SHEET 66
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POND #2 FILL 3,553 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 66
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POND #2 CUT 3,538 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 66
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CROSS-SECTION D-D' FINISHED GROUND SURFACE CONSTANT WEST TO EAST
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CROSS-SECTION C-C' FINISHED GROUND SURFACE SLOPES FROM 4445.0 TO 4444.0 NORTH TO SOUTH
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ISLAND TO REMAIN IN PLACE
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GRADING NOTES: : 1. FILL INCLUDES 20% FOR SHRINKAGE. FILL INCLUDES 20% FOR SHRINKAGE.
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
POND #2
FSL ELEV: 4446.0
AREA: 4.9 AC
KR
W
KJW
CC
MM
M
N
LEGEND
FINISHED CONTOURS
PROPERTY BOUNDARY
EXISTING PIPE
FULL SERVICE LEVEL (FSL)
CUT DEPTH [FT]
FILL DEPTH [FT]
EXISTING CONTOURS
CUT (BORROW)
FILL (SPOIL)
SPILLWAY
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LOWER SPILLWAY #2 TO ELEV: 4446.5 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 15 C.Y.) SEE DETAIL SHEET 5 5 SEE GRADING PLAN THIS SHEET
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POND #2 FILL 3,553 C.Y. SEE CROSS-SECTIONS SHEET 5 5 SEE GRADING PLAN THIS SHEET
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POND #2 CUT 3,538 C.Y. SEE CROSS-SECTIONS SHEET 5 5 SEE GRADING PLAN THIS SHEET
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ISLAND TO REMAIN IN PLACE
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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6
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POND #2 GRADING
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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0
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15
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30
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60
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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GRADING NOTES: : 1. FILL IS CONSIDERED INCIDENTAL TO CUT. FILL IS CONSIDERED INCIDENTAL TO CUT.
AutoCAD SHX Text
THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
4445.32
4445.26
4445.17
4445.07
4444.96
POND #7 & #8
FSL ELEV = 4448.0
AREA: 7.7 AC
POND #7
POND #8
4445.17
4445.14
4445.12
4445.09
4445.06
4445.04
4445.01
4445.02
4445.08
4445.15
4445.22
4445.27
4445.37
4445.40
4445.43
4445.47
4445.50
4445.53
4445.56
4445.58
4445.61
4445.64
4445.66
4445.69
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W
KJW
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M
N LEGEND
FINISHED CONTOURS
PROPERTY BOUNDARY
EXISTING PIPE
FULL SERVICE LEVEL (FSL)
CUT DEPTH [FT]
FILL DEPTH [FT]
EXISTING CONTOURS
CUT (BORROW)
FILL (SPOIL)
SPILLWAY
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4448.0
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4:1
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500:1
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CUT
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Fill
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EXISTING GROUND
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FINISHED GROUND
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FSL ELEV=4448.0
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4:1
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Fill
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CUT
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CUT
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CUT
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Fill
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Fill
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Fill
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ISLAND TO REMAIN IN PLACE
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EMBANKMENT TO REMAIN IN PLACE
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EXISTING GROUND
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ELEV: 4448.25
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FINISHED GROUND
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10:1
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10:1
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F'
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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7
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POND #7 & #8 CROSS-SECTIONS
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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F
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E
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E'
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0
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25
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POND #7/#8 SECTION F-F' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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POND #7/#8 SECTION E-E' PROFILE VIEW HORIZONTAL SCALE: 1"=100 VERTICAL SCALE: 1"=2'
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SPILLWAY #3 PROFILE VIEW SCALE: 1"=5'
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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LOWER SPILLWAY #7 & #8 TO #7 & #8 TO TO ELEV: 4448.25 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 4 C.Y.) SEE DETAIL THIS SHEET SEE GRADING PLAN SHEET 88
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POND #7 & #8 CUT 4,570 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 88
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POND #7 & #8 FILL 4,441 C.Y. SEE CROSS-SECTIONS THIS SHEET SEE GRADING PLAN SHEET 88
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RAISE 400 LF (133 C.Y.) OF EMBANKMENT TO ELEV: 4449.0
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TREES TO REMAIN IN PLACE
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ISLAND TO REMAIN IN PLACE
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CROSS-SECTION F-F' FINISHED GROUND SURFACE CONSTANT WEST TO EAST
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CROSS-SECTION E-E' FINISHED GROUND SURFACE SLOPES FROM 4445.75 TO 4444.75 NORTH TO SOUTH
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GRADING NOTES: : 1. FILL INCLUDES 20% FOR SHRINKAGE. FILL INCLUDES 20% FOR SHRINKAGE.
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
POND #7 & #8
FSL ELEV = 4448.0
AREA: 7.7 AC
POND #7
POND #8
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KJW
CC
MM
M
N
LEGEND
FINISHED CONTOURS
PROPERTY BOUNDARY
EXISTING PIPE
FULL SERVICE LEVEL (FSL)
CUT DEPTH [FT]
FILL DEPTH [FT]
EXISTING CONTOURS
CUT (BORROW)
FILL (SPOIL)
SPILLWAY
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LOWER SPILLWAY #7 & #8 TO #7 & #8 TO TO ELEV: 4448.25 W/ 10' WIDE BOTTOM & 10:1 SIDE SLOPES (CUT 4 C.Y.) SEE DETAIL SHEET 7 7 SEE GRADING PLAN THIS SHEET
AutoCAD SHX Text
POND #7 & #8 CUT 4,570 C.Y. SEE CROSS-SECTIONS SHEET 7 7 SEE GRADING PLAN THIS SHEET
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POND #7 & #8 FILL 4,441 C.Y. SEE CROSS-SECTIONS SHEET 7 7 SEE GRADING PLAN THIS SHEET
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RAISE 400 LF (133 C.Y.) OF EMBANKMENT TO ELEV: 4449.0
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TREES TO REMAIN IN PLACE
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ISLAND TO REMAIN IN PLACE
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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7
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_Sheets
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CO-23-6
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8
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POND #7 & #8 GRADING
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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0
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25
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50
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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GRADING NOTES: : 1. FILL IS CONSIDERED INCIDENTAL TO CUT. FILL IS CONSIDERED INCIDENTAL TO CUT. 2. FILL FOR REPAIRING EMBANKMENT IS FILL FOR REPAIRING EMBANKMENT IS CONSIDERED INCIDENTAL TO CUT.
AutoCAD SHX Text
THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
POND #1
FSL ELEV: 4451.0
AREA : 3.5 AC
POND #2
FSL ELEV: 4446.0
AREA: 4.9 AC
POND #7 & #8
FSL ELEV = 4448.0
AREA: 7.7 AC
EX POND #3
EX POND #4
EX POND #5
EX POND #6
JACKSON RESERVOIR
POND #7
POND #8
KR
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KJW
CC
MM
M
NLEGEND
FINISHED CONTOURS
PROPERTY BOUNDARY
EXISTING PIPE
FULL SERVICE LEVEL (FSL)
EXISTING CONTOURS
CUT (BORROW)
FILL (SPOIL)
SPILLWAY
50' VEGETATION BUFFER
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EXISTING PIPELINE
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EXISTING PIPELINE
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EXISTING PIPELINE
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EXISTING PIPELINE
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50' VEGETATION BUFFER
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50' VEGETATION BUFFER
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50' VEGETATION BUFFER
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_SWMP
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CO-23-6
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9
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TEMPORARY & PERMANENT BMPS
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3/31/2020
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10
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HALF FOOT CONTOUR INTERVALS SHOWN
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0
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100
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200
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BMP NOTES: 1. CONTRACTOR TO MANAGE DUST FROM EARTHWORK DISTURBANCE CONTRACTOR TO MANAGE DUST FROM EARTHWORK DISTURBANCE WITH ADDITIONAL CARE TO MEET APPLICABLE LAW AND INDUSTRY STANDARDS AND AVOID CONTAMINATION OF PERSONS OR PROPERTY. AS NEEDED, WATER SPRAYS SHOULD BE USED TO REDUCE AIRBORNE DUST DURING EARTHWORK. 2. CONTRACTOR NOT TO DISTURB VEGETATION WITHIN THE 50' CONTRACTOR NOT TO DISTURB VEGETATION WITHIN THE 50' VEGETATION BUFFER. VEGETATION BUFFER IS INTENDED TO REDUCED SEDIMENT AND POLLUTANTS FROM CONSTRUCTION.
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.
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INC.
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UNLIMITED
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DUCKS
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DESIGNED BY:
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GREAT PLAINS REGIONAL OFFICE
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R
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OF
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SHEET NUMBER:
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DATE:
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DRAWN BY:
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SURVEYED BY:
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CHECKED BY:
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APPROVED BY:
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APPROVED BY:
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DU PROJECT NUMBER:
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REVISION:
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1
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BY:
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DATE:
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7
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8
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P.E. SEAL:
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FILENAME:
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CO-23-6_Jackson_SWA_SWMP
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CO-23-6
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10
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SWMP DETAILS
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3/31/2020
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10
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MAINTENANCE AND INSPECTION Maintenance and Inspection Practices Inspections will be conducted at least one time per week and after a storm event of 0.50 inches or greater. All controls will be maintained in good working order. Necessary repairs will be initiated within 24 hours of the site inspection report or as soon as field conditions allow access. Where work has been suspended due to frozen ground conditions, the required inspections and maintenance must take place as soon as runoff occurs at the site or prior to resuming construction, whichever comes first. Where parts of the construction site have undergone final stabilization, but work remains on other parts of the site, inspections of the stabilized areas may be reduced to once per month. Silt fence will be inspected for depth of sediment and for tears in order to ensure the fabric is securely anchored. Sediment buildup will be removed from the silt fence when it reaches of 13 of the height of the silt fence. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches of 13 of the height of the fence. Sediment basins and traps will be checked. Sediment will be removed when the depth reaches approximately 50 percent of the structure's capacity. Check dams will be inspected for stability. Sediment will be removed when the depth reaches 12 the height of the dam. All seeded areas will be checked for bare spots, washouts, and vigorous growth free of significant weed infestations. Surface waters, including drainage ditches and conveyance systems, must be inspected for evidence of sediment being deposited by erosion. Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. Tracked sediment must be removed from all off-site paved surfaces within 24 hours of discovery. Disturbed areas will be checked for stabilization. Stabilization measures shall be initiated as soon as construction activity in that portion of the site has temporarily or permanently ceased. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connection to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be completed within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes, etc.) do not need to be stabilized. These areas must be stabilized within 24 hours after no longer being used as a sediment containment system. Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water. Discharge procedures for water control and dewatering operations will be inspected. If the water cannot be discharged to a sedimentation basin prior to entering the surface water, it must be treated with the appropriate BMPs, such that the discharge does not adversely affect the receiving water or downstream landowners. Inspection and maintenance reports will be completed for each site inspection, this form will also be used to document changes to the SWMP. The report shall include the date and amount of precipitation or snowmelt events that cause surface erosion. A copy of the completed inspection form will be filed with the SWMP documents. The Contractor's site superintendent is responsible for inspection. Maintenance and repair activities are the responsibility of the Contractor.
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STORM WATER POLLUTION PREVENTION PLAN The Colorado General Permit Authorization to Discharge Stormwater Associated with Construction Activity (Permit # ) ) ) issued on / / shall apply / / shall apply shall apply for this project. ABBREVIATIONS CDPHE: Colorado Department of Public Health and Environment CDNR: Colorado Department of Natural Resources USFWS: United States Fish and Wildlife Service SWMP: Storm Water Management Plan LOCATION/NARRATIVE Location: See Sheet 1 for the location of this project. Project Limits: See Sheet 2 of this plan for the project limits. These sheets cover the earthwork for the two ponds and the water control structure. PROJECT CONTACTS SWMP Administrator: Kevin Warner, P.E. Regional Engineer Ducks Unlimited Cell: 970-590-1545 Email: [email protected] The Contractor is responsible for implementation of the SWMP and installation, inspection and maintenance of the erosion prevention and sediment control BMP's before and during construction. Contractor Name: . . . Company: . . . Telephone Number: . . . Email: . . . SPILL NOTIFICATION In the event of a spill, the contractor's site superintendent will make the appropriate notificiaton(s), consistent with the following procedures: 1. A reportable spill is a quantity of more than 5 A reportable spill is a quantity of more than 5 gallons of petroleum which must be reported immediately to the CDPHE. 2. Any spill of oil or hazardous substance to waters of Any spill of oil or hazardous substance to waters of the state must be reported immediately by telephone to the CDPHE. 3. Colorado Environment Release and Reporting Line: Colorado Environment Release and Reporting Line: 24 Hour (877) 518-5608 POTENTIAL POLLUTION SOURCES Heavy machinery will be operated on the project site requiring the use of fuel trucks. Contamination due to fuel spills and oil leaks is possible due to the large volume of work being performed. Day to day cleaning and maintenance of equipment has the potential to impact stormwater quality. Delivery of site materials also has potential for impacting runoff quality. Another potential pollution source is sediment transport from earthwork. POLLUTION PREVENTION MANAGEMENT MEASURES Solid Wastes (None anticipated): Collected sediment, asphalt, and concrete millings, floating debris, paper, plastic, fabric, construction and and demolition debris and other wastes must be disposed of properly and must comply with the CDPHE disposal requirements. Hazardous Materials (None anticipated): Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with CDPHE regulations. Vehicle Washing: External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. Concrete Washout Onsite (No concrete anticipated): All liquid and solid wastes generated by concrete washout operation must be contained in a leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operation or areas. Liquid and solid wastes must be disposed of properly and in compliance with CDPHE regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.
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EROSION AND SEDIMENT CONTROLS (Check all that apply) Stabilization Practices Temporary or Permanent Seeding Temporary or Permanent Seeding Sod Placement Sod Placement Planting Planting Mulching (Straw or Cellulose Fiber) Mulching (Straw or Cellulose Fiber) Erosion Control Blankets or Mats Erosion Control Blankets or Mats X Vegetation Buffer Strips Vegetation Buffer Strips Roughened Surface (e.g. tracking) Roughened Surface (e.g. tracking) Gabions-Gabion Mattress Gabions-Gabion Mattress Other: Rip Rap Other: Rip Rap Structural Temporary Erosion and Sediment Controls Silt Fence Silt Fence Temporary Berm Temporary Berm Temporary Slope Drain Temporary Slope Drain Straw Wattles or Rolls Straw Wattles or Rolls Diversion Channels/Swales Diversion Channels/Swales Channel Liners (TRM) Channel Liners (TRM) Stone Rip Rap Sheet Stone Rip Rap Sheet Rock Check Dams Rock Check Dams Sediment Traps/Basins Sediment Traps/Basins Inlet Protection Inlet Protection Outlet Protection Outlet Protection Surface Inlet Protection Surface Inlet Protection Curb Inlet Protection Curb Inlet Protection Stabilized Construction Entrances Stabilized Construction Entrances Other Other Wetland Avoidance: Will construction and/or erosion and sediment controls impinge on regulated wetlands? Yes X No Yes X No X No No If yes, the project and erosion and sediment control impacts have been included in the total project wetland impacts and have been included in the 404 permit process with the USACE. Storm Water Management: Storm water management will be handled by temporary controls outlined in "EROSION AND SEDIMENT CONTROLS" above, and any permanent controls needed to meet permanent storm water management needs in the post construction period. SITE DESCRIPTION EXISTING CONDITIONS: The portion of the Jackson State Wildlife Area that the work will be performed is considered a wildlife nature preserve. PROJECT DESCRIPTION: The purpose of the project is to restore and enhance shallow-water wetlands. The project will consist of strategic earth-moving to increase area in Pond #1, Pond #2, and combine Pond #7 and Pond #8. DESCRIPTION OF CONSTRUCTION ACTIVITIES The proposed construction activities will provide water level management to the site. Through this management more desirable wetlands will be created. Major Soil Disturbing Activities (check all that apply): X Clearing & Grubbing Clearing & Grubbing X Grading & Shaping Grading & Shaping X Cutting & Filling Cutting & Filling Other (describe): Other (describe): Discharges to Special Or Impaired Waters: The project does not have a discharge point within 1 mile of a special water or a water that is impaired for sediment or a sediment related parameter of the permit. Discharges to Calcareous Fen: The project does not have a discharge to a Calcareous fen. Endangered or Threatened Species: The project area has not been identified for endangered or threatened species. Historic Places or Archeological Sites: Historical places or archeological sites have been addressed by the USFWS. Quantities Tabulation for All BMPs: See estimated quantities and construction notes in plans.
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ORDER OF CONSTRUCTION ACTIVITIES (Stabilization measures shall be initiated as soon as possible, but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased.) Install initial erosion and sediment control measures. Proceed with site grading and construction activities. Stabilize areas disturbed by construction activities with temporary erosion and sediment control measures. Complete final grading. Complete permanent erosion and sediment control measures. ESTIMATED PROJECT AREA QUANTITIES Total Project Area: 248 Acres Total Area to Be Disturbed: 15 Acres Existing Impervious Area: 0.0 Acres Proposed Impervious Area: 0.0 Acres EXISTING GROUND COVER Currently the site is a wildlife nature preserve with eight ponds on-site. NON-STORMWATER DISCHARGE None. RECEIVING WATER Runoff from the site is retained by the existing pond system. During a flooding event, water from the project area would ultimately drain into Jackson Reservoir. STREAM CROSSINGS LOCATED WITHIN THE CONSTRUCTION SITE BOUNDARY None.
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SITE MAP See Sheet 1 (Cover Sheet) for vicinity and location maps. See Sheet 2 for overall site map. LOCATION OF SWMP REQUIREMENTS IN PROJECT PLAN See the Erosion and Sediment Control notes and details on sheets 9 & 10. FINAL STABILIZATION AND LONGTERM STORMWATER MANAGEMENT Following site construction, the goal is to achieve a stabilized cover condition to provide long-term stormwater protection. Stabilization is quantified by achieving uniform cover equal to 70% of the pre-disturbance condition. The post-construction condition of the site shall be that the majority of the disturbed area will be compacted soil and seeded. Once the seeding takes, this shall virtually eliminate erosion from the site. Permanent seeding with mulching is installed as needed. Drainage ditches, pans, and culverts shall be cleaned of debris and sediment. Repair eroded sloped or drainage paths by backfilling. Remove all silt fences following establishment of permanent stable vegetation. CONSTRUCTION CHANGES When changes are made to the construction project that will require alterations in the temporary erosion controls of the site, the Storm Water Management Plan (SWMP) will be amended to provide appropriate protection to disturbed areas, all storm water structures, and adjacent waters. The SWMP will be retained in a designated place for review over the course of the project.
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JACKSON STATE WILDLIFE AREA (SWA) POND GRADING
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THIS DOCUMENT WAS ORIGINALLY ISSUED AND SEALED BY KEVIN J. WARNER, P.E. 47794, ON (03/31/2020). THE ORIGINAL SIGNED AND SEALED DOCUMENT IS LOCATED IN THE DUCKS UNLIMITED GREAT PLAINS REGIONAL OFFICE IN BISMARCK, ND.