|
49
<br />507
<br />49B
<br />155B
<br />507
<br />49
<br />120
<br />120
<br />49
<br />454C
<br />120
<br />456
<br />507
<br />454F
<br />W
<br />1040
<br />49
<br />49B
<br />49B
<br />970
<br />9
<br />7
<br />0
<br />975
<br />9
<br />7
<br />5
<br />9
<br />8
<br />0
<br />980985985
<br />9
<br />8
<br />59859
<br />9
<br />0
<br />9
<br />9
<br />0
<br />986
<br />9
<br />8
<br />6
<br />9
<br />8
<br />7
<br />987
<br />9
<br />8
<br />7
<br />A
<br />A
<br />A
<br />B
<br />C
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />D
<br />B
<br />B
<br />B
<br />986
<br />986
<br />985
<br />98
<br />5
<br />9
<br />8
<br />6
<br />986
<br />9
<br />7
<br />9980981982983 98598599
<br />0 99099099098498498698698798798
<br />8
<br />988
<br />98898898
<br />9 98998999
<br />0
<br />995 995988
<br />98
<br />9
<br />99
<br />1
<br />9
<br />9
<br />1
<br />9
<br />9
<br />1
<br />9
<br />9
<br />2
<br />9
<br />9
<br />2
<br />9
<br />9
<br />2
<br />99
<br />3 9939
<br />9
<br />3
<br />9
<br />9
<br />4 994A
<br />A
<br />A
<br />A
<br />A
<br />A
<br />USE PERMANENT BMP AS
<br />TEMPORARY SEDIMENTATION
<br />BASIN. CONTRACTOR TO REMOVE
<br />SEDIMENTATION FROM BMP ONCE
<br />SITE HAS BEEN FULLY STABILIZED.
<br />C
<br />B
<br />BB
<br />B
<br />B
<br />B B
<br />B
<br />B
<br />B
<br />BB
<br />B
<br />B
<br />B
<br />B B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />B
<br />BB
<br />B
<br />B
<br />B
<br />B
<br />B BB
<br />B
<br />ISSUES & REVISIONS
<br />COMMISSION NO:
<br />DRAWN BY:
<br />CHECKED BY:
<br />SHEET
<br />767 N. EUSTIS STREET, SUITE 190
<br />ST. PAUL, MINNESOTA 55114
<br />651.642.9200
<br />WWW.POPEDESIGN.COM
<br />POPE DESIGN GROUP
<br />DATE
<br />160061004
<br />GAR
<br />MCB
<br />MICHAEL C. BRANDT, P.E.
<br />03/29/2024 462661DATE:
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION OR REPORT WAS PREPARED BY
<br />ME OR UNDER MY DIRECT SUPERVISION AND
<br />THAT I AM A DULY LICENSED PROFESSIONAL
<br />ENGINEER UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />MN
<br />LIC. NO.
<br />NOT FOR CONSTRUCTION
<br />SCHEMATIC PRICING4-14-23
<br />1 CITY SUBMITTAL11-30-23
<br /> © 2023 KIMLEY-HORN AND ASSOCIATES, INC.
<br />767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114
<br />PHONE: 651-645-4197
<br />WWW.KIMLEY-HORN.COM
<br />PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD
<br />RESUBMITTAL 03-29-24
<br />NORTH
<br />PHASE 2 SEQUENCE OF CONSTRUCTION
<br />ROCK ENTRANCE
<br />INLET PROTECTION
<br />SILT FENCE
<br />LIMITS OF DISTURBANCE
<br />SAFETY FENCE
<br />BIOROLL
<br />LEGEND
<br />EROSION CONTROL BLANKET
<br />Know what'sbelow.
<br />before you dig.Call
<br />1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS
<br />COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD
<br />DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE
<br />SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL
<br />SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
<br />2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND
<br />DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND
<br />NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
<br />GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS.
<br />3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL
<br />CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS
<br />APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL
<br />CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER
<br />OR OWNER.
<br />4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A
<br />CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF
<br />SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED,
<br />WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE
<br />CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE.
<br />WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO
<br />ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN
<br />AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
<br />APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR
<br />DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE
<br />PAID BY THE CONTRACTOR.
<br />5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF
<br />STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST
<br />DISTURBANCE ON ANY AREA OF THE SITE.
<br />6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND
<br />CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED
<br />BY THE GENERAL PERMIT.
<br />7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY
<br />PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE
<br />EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE
<br />PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES,
<br />OFFICE TRAILERS, AND TOILET FACILITIES.
<br />8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE
<br />TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE
<br />DETAINED AND PROPERLY TREATED BEFORE DISPOSAL.
<br />9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND
<br />FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY
<br />AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS
<br />AND LEAKS.
<br />10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON
<br />SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR
<br />TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS
<br />PROHIBITED.
<br />11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS
<br />SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL
<br />BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE
<br />ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE
<br />DITCHES OR WATERS OF THE STATE.
<br />12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED
<br />OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF
<br />WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION
<br />MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S,
<br />SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT
<br />EROSION.
<br />13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY
<br />EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION
<br />OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
<br />DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES
<br />THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER
<br />POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT
<br />LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE,
<br />PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES,
<br />AND SOLID WASTE MATERIALS.
<br />14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE
<br />INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES
<br />ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE.
<br />15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH
<br />THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION,
<br />AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND
<br />REGULATIONS FOR THE DURATION OF CONSTRUCTION.
<br />16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE
<br />ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT
<br />EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE
<br />CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND
<br />DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS
<br />WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER.
<br />EROSION CONTROL PLAN NOTES
<br />PHASE II BMP QUANTITIES
<br />SILT FENCE ±6,700 LF
<br />INLET PROTECTION 65 EA
<br />ROCK CONSTRUCTION ENTRANCE 2 EA
<br />BIOROLL ±1,800 LF
<br />THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE
<br />MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF
<br />CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT
<br />SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM,
<br />UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS
<br />DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS
<br />RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER,
<br />TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH,
<br />CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE
<br />CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT
<br />MAY IMPACT STORMWATER RUNOFF.
<br />SWPPP UPDATES & AMENDMENTS
<br />KEYNOTE LEGEND
<br />SILT FENCE
<br />INLET PROTECTION
<br />ROCK CONSTRUCTION ENTRANCE
<br />BIOROLL
<br />A
<br />B
<br />C
<br />D
<br />C301
<br />EROSION AND SEDIMENT
<br />CONTROL PLAN - PHASE 2
<br />1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE
<br />INACTIVE FOR 7 DAYS OR MORE.
<br />2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING
<br />UNDERGROUND STORMWATER MANAGEMENT SYSTEM.
<br />3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES
<br />AS EACH STRUCTURE IS CONSTRUCTED.
<br />4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS
<br />THEY ARE BROUGHT TO FINAL GRADE.
<br />5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM.
<br />6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS.
<br />7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED
<br />AREAS AS WORK PROGRESSES.
<br />8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING,
<br />SODDING, ETC.) WITHIN LANDSCAPED AREAS.
<br />9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE
<br />EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION &
<br />SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL.
<br />NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS
<br />OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION
<br />PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND
<br />CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS.
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR
<br />DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE
<br />IS NECESSARY.
<br />SOIL MAP LEGEND
<br />MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI
<br />49 ANTIGO SILT LOAM, 0 TO 2%
<br />SLOPES 60.1 56.05%
<br />49B ANTIGO SILT LOAM, 2 TO 6%
<br />SLOPES 6.6 6.2%
<br />120 BRILL SILT LOAM 11.8 11.1%
<br />155B CHETEK SANDY LOAM, 1 TO
<br />6% SLOPES 1.4 1.40%
<br />454C MAHTOMEDI LOAMY SAND, 6
<br />TO 12% SLOPES 0.6 .5%
<br />456 BARRONETT SILT LOAM, 0 TO
<br />2% SLOPES 2.7 2.6%
<br />507 POSKIN SILT LOAM 18.1 17%
<br />W WATER 0.1 .1%
<br />TOTAL FOR AREA OF INTEREST 106.5 100%
<br />SOIL BOUNDARY - PER NRCS
<br />XXX SOIL TYPE - PER NRCS
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