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SWPPP NOTES
<br /> 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A FOUR-STORY A. FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN
<br /> APARTMENT BUILDING & THE ASSOCIATED PARKING, UTILITIES, & STORM WATER ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS
<br /> TREATMENT AREAS . B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO
<br /> SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION
<br /> 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY TRAINING
<br /> FOLLOWS: 15. INSPECTIONS ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN
<br /> A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL THE PROPOSED INFILTRATION AREA.
<br /> 1. INSTALL VEHICLE TRACKING BMP BE STABILIZED.
<br /> 2. INSTALL SILT FENCE AROUND SITE REPRESENTATIVE IS REQUIRED. D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE FACILITY
<br /> 3. INSTALL PROTECTIVE FENCE AROUND FILTRATION AREAS B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS C. TEMPORARY SEDIMENTATION BASINS SHALL SITUATED OUTSIDE SURFACE A PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER
<br /> 4. CLEAR AND GRUB SITE FOLLOWING A 0.511 OVER 24 HOUR RAIN EVENT. WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN C DESIGNEDDOMPLIANCE WITH STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT
<br /> C 5. STRIP AND STOCKPILE TOPSOIL C. STABILIZED AREAS: ONCE EVERY 30 DAYS THE REQUIREMENTS OF THIS PERMIT. CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES 13620 Fenway = Hugo,INTO THE INFILTRATION OF FILTRATION SYSTEM. �
<br /> 6. REMOVE PAVEMENTS AND UTILITIES D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING D. EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT
<br /> 38
<br /> 7. CONSTRUCT STORMWATER MANAGEMENT BASINS
<br /> 8. INSTALL SILT FENCE AROUND BASINS CONSTRUCTION. BE PERMITTED TO DISCHARGE FROM SITE.
<br /> 30. POST CONSTRUCTION
<br /> 9. ROUGH GRADE SITE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS
<br /> 10. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE 25. DEWATERING AND BASIN DRAINING THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECTS
<br /> 11. INSTALL UTILITIES AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15
<br /> 12. INSTALL BUILDING FOUNDATIONS INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND A. TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED
<br /> 13. INSTALL CURB AND GUTTER AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION
<br /> 14. INSTALL PAVEMENTS AND WALKS PERIOD. SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS.
<br /> 15. FINAL GRADE SITE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF
<br /> 16. REMOVE ACCUMULATED SEDIMENT FROM BASINS THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE
<br /> 17. CONSTRUCT FILTRATION TRENCHES 16. MINIMUM MAINTENANCE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE 31. RESPONSIBILITIES
<br /> CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP XCELENE•
<br /> GY
<br /> 19.. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS
<br /> 1 SEED AND MULCH A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND CERTIFICATION REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 DISSIPATION PROVIDED. MAINTENANCE:
<br /> STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF B. ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR
<br /> 3. SITE DATA: DISCOVERY. DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT 414 NICOLLET
<br /> AREA OF DISTURBANCE: X.XX± AC EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR STORMWATER MANAGEMENT SYSTEM: MINNEAPOLIS, MN 55401
<br /> PRE-CONSTRUCTION IMPERVIOUS AREA: XAX AC
<br /> C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE D. CONSTRUCTION SITE EXITS INSPECTED TRACKED SEDIMENT REMOVED WITH 24
<br /> WETLAND.
<br /> POST-CONSTRUCTION IMPERVIOUS AREA: XAX AC HOURS. C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL 32. TRAINING REQEMENTS ■
<br /> E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS ■■ V o I C KS
<br /> GENERAL SOIL TYPE: XXX, XXX XXX EVENTS GREATER THAN Y2" IN 24 HOURS TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING
<br /> NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY REQUIREMENTS.
<br /> SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 1. WHO MUST BE TRAINED: PLANNING
<br /> 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT CIVIL ENGINEERING
<br /> STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE
<br /> PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26. POLLUTION PREVENTION B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR LAND SURVEYING
<br /> 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING LANDSCAPE ARCHITECTURE
<br /> STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN INSPECTIONS FOR THE PROJECT. ONE OF THESE ESTIMATED QUANTITIES ENVIRONMENTAL
<br /> BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
<br /> MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, WITHIN 72 HOURS UPON REQUEST BY THE MPCA. 7200 Hemlock Lane, Suite 300
<br /> AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, DESCRIPTION UNIT QUANTITY Maple Grove, MN 55369
<br /> PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT 763.424.5505
<br /> 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT MUST BE TRAINED IN THES JOB DUTIES. TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 www.loucksinc.com
<br /> GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. VANDALISM.
<br /> NOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH
<br /> 19. SWPPP MUST BE AMENDED WHEN: D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE 2• TRAINING CONTENT: PREFABRICATED CONCRETE WASHOUT EA NOT ALLOWED, WITH MINN. R. CH 7035. THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATEOSION CONTROL BLANKET A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD SILT FENCE (STANDARD) LF XXX
<br /> WI
<br /> SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL WI
<br /> NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST EROSION CONTROL BLANKET SY XXX
<br /> B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR INLET PROTECTION EA XXX
<br /> 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF EXCEEDING WATER QUALITY STANDARDS. PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. AVAVILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE
<br /> POTENTIAL DISCHARGE ARE STABILIZED. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY
<br /> C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE JOB DUTIES DESCRIBED IN SECTION 21.213 AND SECTION 21.2C. SEEDING AC XXX
<br /> OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE 33. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL,
<br /> 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN AT ALL TIMES TO CLEANUP DISCHARGED MATERIALS AND THAT AN STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN
<br /> NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS.TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR 20. CONCRETE WASHOUT AREA APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER STORMWATER POND 1
<br /> ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, A. CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. MATERIALS. MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER
<br /> DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS PERMANENT POND VOLUME = XAX AF
<br /> STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. WATER QUALITY VOLUME REQUIRED = 1.011 * XAAC * 1/12 = XAX AF • •
<br /> 27. DESIGN CALCULATIONS 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION Q CADD files prepared by the Consultant for this project are
<br /> 9. SEDIMENT LADEN WATER MUST S DISCHARGED TO A SEDIMENTATION BASIN CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA
<br /> WATER QUALITY VOLUME PROVIDED =X.XX AF (TOTAL LIVE STORAGE)
<br /> WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE ly
<br /> GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE 33. LIST OF CONTACTS instrumentsirespect to f the
<br /> Consultant professional iless all notor
<br /> used
<br /> with respect to this project.These CADD files shall not be used
<br /> BMP'S. HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP on other projects,for additions to this project,or for completion
<br /> he
<br /> 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. Consultant..With the Consultant's approval,ithout written others lmay by tbe
<br /> DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. TITLE NAME COMPANY PHONE NUMBER permitted to obtain copies of the CADD drawing files for
<br /> 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA information and reference only.All intentional or unintentional
<br /> DISPOSAL REQUIREMENTS. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS revisions,additions, t deletions
<br /> tpart making
<br /> eseCADsions,additishall ons
<br /> made at the full risk of that party making such revisions,additions
<br /> 23. FINAL STABILIZATION ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14 16-19 21 24 OF THE PERMIT FOR OWNER XXX XXX XXX or deletions and that party shall hold harmless and indemnify the
<br /> r r r Consultant from any&all responsibilities,claims,and liabilities.
<br /> 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE PROJECT MANAGER XXX LOUCKS XXX
<br /> AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE SUBMITTAUREVISIONS
<br /> VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL NOT LIMITED TO: ENGINEER SWPPP XXX LOUCKS XXX
<br /> PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE 08/05/22 PRELIM CITY SUBMITTAL
<br /> 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION CONTRACTOR XXX
<br /> PRECIPITATION.
<br /> PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE SITE MANGER
<br /> POND TO DESIGN CAPACITY. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE.
<br /> 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS C. PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT
<br /> RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION.
<br /> THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A 24. TEMPORARY SEDIMENTATION BASINS
<br /> PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798
<br /> SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A
<br /> OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. COMMON LOCATION. 29. CONSTRUCTION OF FILTRATION BASINS
<br /> B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH RECEIVING WATERS
<br /> 14. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS
<br /> SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. TYPE OF TYPE OF
<br /> SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE SPECIAL IMAIRED
<br /> CONDITIONS HAVE BEEN MET: ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY NAME OF WATER BODY WATER SPECIAL
<br /> SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO WATER WATER
<br /> THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS BODY WATER
<br /> ARE PROVIDED( SECTION 16.4). PROFESSIONAL
<br /> XXX XXX XXX XXX I hereby certify that this plan,spe ation or re rt was
<br /> prepared by me or under �Ire su ery that
<br /> I am a duly Licensed PrAesiN41 Ea§� nder the
<br /> laws of the State gtKnesota. (:
<br /> CLOuth-PE
<br /> Licens f`�o�� 20383
<br /> Date
<br /> A)Installation PLAN DIMENSION LENGTHNGTH AND NS AS PER HE ANCHOR TRENCH QUALITY • •
<br /> WIRE FENCING
<br /> WIDTH TO MATCH FLAP POCKET (SEE DETAIL AND NOTES BELOW)
<br /> Loucks Project No. 22012
<br /> POST SET POSTS AND STAPLE THE WIRE ®®
<br /> 1 EXCAVATEA 2 MESH FENCING TO BALE DITCH CHECK ®®®®®®® 4 OVERLAP END JOINTS MINIMUM Project Lead JJD
<br /> 6"X 6"TRENCH EACH POST ®®®®®®®®®®® OF 6"AND STAPLE OVERLAP AT Drawn B H W
<br /> TRENCH UPSLOPE ALONG THE DEF1EC70R PLATE ® ® ® Y
<br /> ®® ®® 1.5'INTERVALS.
<br /> Z 6"X 6" 1 LINE OF THE POSTS ®®®®® IQ Checked By TWM
<br /> IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIhhlllll= IIIIIIIIII III IIIIIIIIIIIII01 _ IIIIIIIIIIIIIIhIIIIII= ° ° OVERFLOWQ -70P OF CURB BOX `Y O ��� Review Date 08/05/22
<br /> OVERFLOW( CEYER OF FILTER ASSEMBLY
<br /> 2
<br /> IIIII=IIIII IIIII= -IIIII-ILIII= IIII= 1 2
<br /> IL
<br /> -IIII -IIIII 10"F7L7ER ASSEMBLY i
<br /> 0_ IIIII IIIII °
<br /> STO NMET WER QR � INDEXSHEET
<br /> N FILTER FABRIC 3 ATTACH THE FILTER HE 4 BACKFILL THE TRENCH S��FFCT7 , STAGGER JOINTS C1-1 EXISTING CONDITIONS
<br /> N IIIII WIRE IFENCC TO�INGAND EXCAVATEDSOILAND COMPACT HE OPEN THROAT CURB $" �CFFOOOF C1-2 DEMOLITION PLAN
<br /> (+') THE TRENCH °
<br /> V �� t BALES MINIMUM DOUBLE q„ w C2-1 SITE PLAN
<br /> AROUND SIDE PIECES C3-1 GRADING PLAN
<br /> y �FP I I 3 COMPACTED 1 STITCHED SEAMS ALL q
<br /> �P�O 9J �\G �OpO o00 O/j��0���YM R BACKFILL AND ON FLAP POCKETS 12" OVERFLOW HOLES
<br /> �--r) O IIIII=IIIII=IIIII= IIIII=IIIII=IIIII- IIIII=IIII=IIIII= IIIII=IIIII=IIIII- C3-2 SWPPP PLAN
<br /> QJ0 aao� QS}p. Q FjvC/ FR IITII=_IITIIIIIIIIIIINII II�IIII�II=IIII IITiI=_II_IIIIIIIIIIIIIIIIIIITII III IIII-IIII - FRONT,BACK,AND 2„ (2"X 4" HOLE SHALL STAPLE PATTERN/DENSITY
<br /> N - - - - BE HEAT CUT INTO SHALL FOLLOW C3-3 SWPPP NOTES
<br /> -C .oCi.. . �7 .:p hill IIIII BALE CHECK CG 2J HIGH FL BOTTOM TO BE MADE ALL FOUR SIDE MANUFACTURERS OVERLAP LONGITUDINAL
<br /> to Don. o - - C4-1 UTILITY PLAN
<br /> o.. �o.. o' BOTTOM TO PROTECT STORM SEWER INLETS FROM SINGLE PIECE 7 PANELS) SPECIFICATIONS. JOINTS MINIMUM OF 6"
<br /> ..
<br /> o OF FABRIC FILTER BAG INSERT 3 L1-1 TREE INVENTORY
<br /> 3 c {� � OF 2 O C8-1 to C8-3 CIVIL DETAILS
<br /> -OI I III � .�oo �C.�{Jp oo� DRAINAGE WAY
<br /> HIGH-FLOW FABRIC
<br /> J III I �o
<br /> 0 (CAN BE INSTALLED IN ANY INLET TYPE L2-1 LANDSCAPE PLANS
<br /> OARSE
<br /> U WASHED C YJ� a A� F'IEARTH O WITH OR WITHOUT A CURB BOX)
<br /> 2" L3-1 LANDSCAPE DETAILS
<br /> i o o .y11�`
<br /> QAGGREGATE ELEVATION:
<br /> Q POINTS"A"SHOULD BE
<br /> 0 HIGHER THAN POINT"B" FLOW FLOW ANCHOR TRENCH 1'TO 3'
<br /> B)Maintenance 3„ Material: 1. DIG 6"X6"TRENCH
<br /> Q 6"MIN.DEPTH 1.FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER 1 I 1.The Road Drain-Curb&Gutter model consists of a reusable,open topped receptacle that NOTES: 2. LAY BLANKETS IN TRENCH
<br /> AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT.THEY MUST BE REMOVED WHEN sets inside the strom sewer rate.An incorporation rear deflector late is connected
<br /> V 9 P P SEE SPECS. 2573,3137,3886&3891. 3. STAPLE AT 1.5'INTERVALS
<br /> PROLONGED RAINFALL.ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF to the receptacle directing the water into the basin for filtration.
<br /> N BE MADE IMMEDIATELY. THE BARRIER. p g MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 4. BACKFILL WITH NATURAL SOIL 6��
<br /> NOTE: OPTION 1 OPTION 2
<br /> Q 2.SHOULD THE FABRIC DECOMPOSE OR BECOME 1�. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, AND COMPACT.
<br /> (14 INEFFECTIVE PRIOR TO THE END OF THE EXPECTED 4.ANY SEDIMENT DEPOSITS REMAINING PLACE E 1�RY0 2'k 2"WOOD STAKES OR STEEL REINFORCING BARS IN 2.The Road Drain-Curb&Gutter model has a replaceable filter cartridge.
<br /> N NOTES: USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE SILT FENCE OR FILTER BARRIER ISS NO LONGGERR EACH 9ALEANO EMBEDDED IN THE GROUND 10"MINIMUN. MEETING SPEC.3886. 5. BLANKET LENGTH SHALL NOT
<br /> / REQUIRED SHALL BE DRESSED TO CONFORM WITH THE 3.The Filter media shall meet all locals specifications for inlet protection.
<br /> O2 FINISHED SIZE,INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES EXCEED 1 00'WITHOUT AN 6"
<br /> N 1.CRUSHED CONCRETE NOT ALLOWED. THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE,PREPARED AND SEEDED. P P
<br /> N AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. ANCHOR TRENCH
<br /> O 2.LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER Maintenance:
<br /> NOCK 5.WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 3� INSTALLATION NOTES:
<br /> 3.FABRIC REQUIRED UNDER VYTRAFRC,ORA DRIVEWAYS P 9 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES,MEASURED FROM
<br /> H.D.SILT FENCE.DOUBLE H.D.SILT FENCE IS REQUIRED 1.Check Filter media after each rain event.Clean or replace if sediment clogs filter.
<br /> LARGER THAN 24 FEET,HEAVY TRAFFIC,OR AS NOTE:
<br /> AROUND WATER BODIES,STEEP SLOPES,AND HIGHLY THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.
<br /> DIRECTED BY THE ENGINEER. ERODIBLE solLs. 2.Remove sediment and debris from the receptacle after each rain event. SLOPE SURFACE SHALL FREE ROCKS,SOIL
<br /> 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE CLUMPS,STICKS,VEHICLELE IMPRINTS,AND GRASS.
<br /> INLET WALLS AND THE BAG,MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. BLANKETS SHALL HAVE GOOD SOIL CONTACT.
<br /> D- 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG,USING PLASTIC ZIP TIES,TO
<br /> 0 ACHIEVE THE 3 INCH SIDE CLEARANCE.
<br /> 7t PLATE NO. HU-EC-1 PLATE NO. HU-EC-2 PLATE NO. HU-EC-3 PLATE NO. HU-EC-4
<br /> Ln ® FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK
<br /> REVISION REVISION REVISION REVISION OR SAND BAGS IN PLACE OF THE FLAP POCKETS. NOTES
<br /> N DATE APRIL2015 PLACEMENT AND DATE APRIL2015 DATE APRIL2015 WIMCO Curb & Gutter DATE APRIL2015 ■ ■ ■
<br /> HUGO ROCK CONSTRUCTION HUGO CONSTRUCTION OF A HUGO BALE CHECK DETAILS HUGO Inlet Protection LOUCKS PLATE NO. LOUCKS PLATE NO.
<br /> o ENTRANCE SILT FENCE (Model CG23) ■ LOUCKS INLET PROTECTION - 3015 LOUCKS EROSION CONTROL BLANKET 3016
<br /> FILTER BAG INSERT
<br /> 00 DRAWN 212016 DRAWN 2/2016
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<br /> C3m3
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