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STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BASIN INLET PROTECTION SHALL BE PER BMPS SUCH AS CLEAR ROCK AROUND STEEL PLATE OVER FABRIC OR OTHER APPROVED HAS BEEN COMPLETED, ALL FINAL RESTORATION HAS BEEN COMPLETED AND THE NOTICE OF TERMINATION FORM HAS BEEN
<br /> EQUIVALENT UNTIL THE CATCH BASIN CASTING IS PLACED. IMMEDIATELY AFTER THE CASTING IS PLACED, PROVIDE CATCH BASIN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA).
<br /> CONSTRUCTION ACTIVITY INFORMATION: INLET PROTECTION PER BMPS SUCH AS FILTER BAG INSERT OR OTHER APPROVED EQUIVALENT. NO CAPTURED SEDIMENT SHOULD
<br /> BE ALLOWED TO DROP INTO THE CATCH BASIN. REFER TO OTHER SHEETS OF THIS PLAN SET FOR DETAILED CONSTRUCTION INFORMATION. EXISTING AND PROPOSED GRADES
<br /> GOODVIEW ESTATES, HUGO, WASHINGTON COUNTY, MINNESOTA, 55038, 45.145051° LATITUDE NORTH, 92.984996° LONGITUDE WEST FOR THE ROADWAY ARE SHOWN ON THE PLAN AND PROFILE SHEETS AND ON THE CROSS SECTION SHEETS.
<br /> (BY ONLINE TOOL). PROVIDE SILT FENCE DOWNSTREAM OF STOCKPILE AREAS. STOCKPILES ARE NOT TO BLOCK DRAINAGE CONVEYANCE SYSTEMS.
<br /> THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PLANS ONSITE AT ALL TIMES UNTIL THE PROJECT HAS BEEN ACCEPTED BY
<br /> TOTAL PROJECT DISTURBED AREA IS 33.75 ACRES. SEDIMENT TRACKED OFFSITE SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. THE CITY. THE CONTRACTOR SHALL UPDATE THE SWPPP AS NECESSARY TO REFLECT CURRENT CONDITIONS ON THE SITE.
<br /> CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE REVISED SWPPP. THE REVISED SWPPP IS TO BE MAINTAINED WITH
<br /> THIS IS A DEVELOPMENT CONSTRUCTION PROJECT. TEMPORARY SEDIMENTATION BASINS ARE NOT BEING USED TO REDUCE WETLAND IMPACTS, DUE TO THE LOW GROUND WATER THE CONSTRUCTION SET OF PLANS.
<br /> TABLE.
<br /> 11.21 ACRES OF NEW IMPERVIOUS SURFACE. THE CONSTRUCTION PLANS, INCLUDING THE SWPPP, AND THE SWPPP INSPECTION REPORTS ARE TO BE AVAILABLE TO THE
<br /> 0 ACRES OF NEW PERVIOUS SURFACE. DEWATERING AND BASIN DRAINING: ENGINEER AND TO THE MPCA AND RICE CREEK WATERSHED DISTRICT.
<br /> ALL DEWATERING IS TO DISCHARGE TO SEDIMENT SACKS, ROCK WEEPER, BIO ROLL AREA, ETC. TO PREVENT EROSION AND
<br /> DRAINAGE IS TO PONDS AND WETLANDS LOCATED AT THE CENTER OF THE IMPROVEMENTS ON ASSOCIATION PROPERTY AND MINIMIZE SEDIMENT DISCHARGING FROM THE SITE. EXCESSIVE SEDIMENT—LADEN WATER WILL NOT BE PERMITTED TO DISCHARGE THE CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE SWPPP INSPECTION REPORTS WITHIN SEVEN (7) DAYS AFTER
<br /> OUTLOT A. THE WETLAND OVERFLOW DRAINS NORTH INTO PRIVATE DITCH LOCATED ON 135TH STREET N. THERE ARE NO FROM THE SITE. DEWATERING PRACTICES ARE NOT TO CAUSE DOWNSTREAM NUISANCE CONDITIONS, EROSION, OR THE INSPECTION.
<br /> SPECIAL WATER OR IMPAIRED WATER WITHIN ONE MILE DOWNSTREAM OF THE PROJECT. NON—PERMITTED WETLAND INUNDATION CAUSING ADVERSE IMPACTS. DISCHARGE FROM DEWATERING WILL BE TO WETLANDS.
<br /> LARGE VOLUMES OF DEWATERING WILL REQUIRE DISCHARGE INTO SEDIMENT SACKS PRIOR TO DISCHARGING INTO THE WETLANDS. THE CONTRACTOR IS TO PROVIDE THE ENGINEER A COPY OF THE REVISED SWPPP WITHIN SEVEN (7) DAYS AFTER THE
<br /> CONTACT INFORMATION: PROVIDE CITY OF ROSEVILLE WITH PLAN OF DEWATERING AT PUBLIC WORKS PRIOR TO PUMPING. CONTRACTOR REVISES THE SWPPP.
<br /> OWNER: TODD GANZ, tganz®gmail.com; 612-369-2747, INTEGRITY LAND DEVELOPMENT, 13635 JOHNSON STREET NE, HAM LAKE, ADDITIONAL BMPS FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS: ALL SWPPP INSPECTIONS AND ALL BMPS SHALL BE PLACED UNDER THE SUPERVISION OF A CONSTRUCTION INSTALLER CERTIFIED
<br /> MINNESOTA 55304 THE PROJECT DOES NOT DISCHARGE INTO OR WITHIN 1 MILE OF SPECIAL WATERS. BY THE MPCA. THE CONSTRUCTION SITE SHALL BE MANAGED AND MAINTAINED BY A MPCA CERTIFIED CONSTRUCTION SITE
<br /> ALTERNATE OWNER CONTACT: x THERE ARE NO BUFFER ZONES OR UNDISTURBED AREA ZONES. MANAGEMENT.
<br /> CONTRACTOR: ______ THE STORM DRAIN SYSTEM WAS SET UP TO DISTRIBUTE THE STORMWATER RUNOFF INTO THE PROJECT POND AND WETLAND AS THE CONTRACTOR SHALL PROVIDE THE CITY WITH A COPY OF CONSTRUCTION INSTALLER CERTIFICATION AND CONSTRUCTION SITE
<br /> CLOSE TO EXISTING CONDITIONS AS POSSIBLE. THIS INCLUDED PROVIDING STORM DRAIN ON BOTH SIDES OF THE STREET IN MANAGEMENT CERTIFICATION. A COPY OF THE CERTIFICATIONS, INCLUDING SWPPP DESIGNER, SHALL BE KEPT WITH THE SWPPP.
<br /> ALTERNATE CONTRACTOR CONTACT: _______________________________________________________ ORDER TO ACHIEVE THIS. THE DRAINAGE WAS APPROVED BY CITY OF HUGO.
<br /> THE SWPPP, THE SWPPP INSPECTIONS REPORTS AND MAINTENANCE RECORDS SHALL BE KEPT FOR 3 YEARS.
<br /> PARTY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF PERMANENT STORMWATER MANAGEMENT SYSTEM: DEVELOPMENT THERE IS NO CONVERSION OF WETLANDS INTO STORMWATER PONDS.
<br /> ASSOCIATION ROSEVILLE, MINNESOTA 55113 DRAINAGE CALCULATIONS AND DRAINAGE MAPS WILL BE KEPT BY THE HOA FOR AT LEAST 3 YEARS.
<br /> GENERAL CONSTRUCTION PROJECT INFORMATION: INSPECTION AND MAINTENANCE:
<br /> THE PROJECT CONSISTS OF A RESIDENTIAL DEVELOPMENT WITH 59 SINGLE FAMILY DETACHED TOWNHOMES, SANITARY SEWER, THE CONTRACTOR SHALL PLACE A RAIN GAUGE ON THE PROJECT SITE AT A LOCATION APPROVED BY THE ENGINEER. RAINFALL SEQUENCE OF EROSION CONTROL
<br /> WATERMAIN, STORM SEWER AND STORMWATER DETENTION BASINS. DATA SHALL BE KEPT WITH THE SWPPP RECORDS. 1 . OBTAIN ALL NECESSARY PERMITS, INCLUDING NPDES GENERAL STORMWATER PERMIT AND CITY OF ROSEVILLE EROSION
<br /> CONTROL, GRADING, AND STORMWATER PERMITS.
<br /> THE SOILS ON THE SITE ARE PRIMARILY HYDROLOGIC SOIL GROUP TYPE B AND D WITH LOW INFILTRATION CAPACITY EXCEPT AT 2. CLEAR AND GRUB SITE.
<br /> LOW ELEVATION. THERE IS LIKELY MUCK IN THE WETLANDS. THE GROUNDWATER IN THIS AREA IS OK. THE CONTRACTOR MUST INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND 3. PLACE ALL PERIMETER SEDIMENT CONTROL DEVICES, TEMPORARY SEDIMENTATION BASINS, SILT FLOTATION CURTAINS, AND
<br /> WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECTIONS AND MAINTENANCE TO BE ROCK CONSTRUCTION EXITS.
<br /> GENERAL SITE INFORMATION: RECORDED IN WRITING. THE SWPPP INSPECTION FOR THE CONSTRUCTION IS TO BE CONDUCTED BY 4. CONTACT CITY ENGINEER WITHING 24 HOURS FOR APPROVAL OF SEDIMENT CONTROL DEVICES.
<br /> ALL EROSION CONTROL MEASURES MUST BE PLACED PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AND BE 5. ROUGH IN GRADE.
<br /> MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ------------------------ OF ----------------------------------------------• PLACE TEMPORARY EROSION CONTROL DEVICES AS NECESSARY.
<br /> 6. PLACE STORM DRAIN SYSTEM. INSTALL INFILTRATION MEDIUM WITH LOW COMPACTION EQUIPMENT. INSTALL SILT FENCE
<br /> CONSTRUCTION EXITS SHALL BE SURFACED WITH CRUSHED ROCK AND DESIGNATED PRIOR TO CONSTRUCTION (REFER TO DETAIL). INSPECTIONS FORMS ARE AVAILABLE AT: AROUND PERIMETER OF INFILTRATION BASIN
<br /> http://www.pca.state.mn.us/index.php/water/water—types—and—programs/stormwater/construction—stormwater/construction—stormwater.htm1 7. RE—ADJUST TEMPORARY EROSION CONTROL DEVICES AS NECESSARY. PLACE STORM DRAIN INLET PROTECTION AND OUTLET
<br /> TRENCHES FOR STORM DRAIN PIPE AND STRUCTURES ARE TO BE BACKFILLED BY THE END OF THE WORK DAY. THE ACTUAL FORM IS UNDER INSPECTION CHECKLIST. PROTECTION DEVICES AS NECESSARY.
<br /> 8. PLACE SITE PAVEMENT.
<br /> NO STORMWATER MITIGATION MEASURES ARE REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER THE CONTRACTOR WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER 9. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, OBTAIN APPROVAL OF CITY ENGINEER.
<br /> REQUIRED LOCAL, STATE, OR FEDERAL REVIEW OF THE PROJECT. QUALITY MANAGEMENT DEVICES, AS WELL AS ALL EROSION AND SEDIMENT CONTROL, FOR THE DURATION OF THE PROJECT. 10. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AFTER ACCEPTANCE BY THE CITY.
<br /> THE PROJECT IS NOT LOCATED IN A KARST AREA. THE CONTRACTOR WILL INVESTIGATE AND COMPLY WITH THE FOLLOWING:
<br /> THE PROJECT DOES NOT DISCHARGE TO A CALCAREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6B. SILT FENCE WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN IT BECOMES NONFUNCTIONAL OR THE SEDIMENT
<br /> THE SITE IS WITHIN 1 MILE OF HARDWOOD CREEK WHICH IS A WATER THAT IS LISTED AS IMPAIRED FOR DISSOLVED OXYGEN. AS FIELD E F ELD ONDIITIONSALLOWEACCI SS. THE CORRECTIONS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON TABULATION SUMMARY
<br /> THE SITE DOES NOT DISCHARGE TO HARDWOOD CREEK.
<br /> SEDIMENT WILL BE REMOVED FROM SEDIMENTATION BASIN WHEN IT REACHES A DEPTH OF TWO FEET OR ONE—HALF OF THE
<br /> SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM: STORAGE VOLUME, WHICHEVER IS LESS, WITHIN 72—HOURS OF DISCOVERY. ITEM UNIT TOTAL
<br /> NEW IMPERVIOUS SURFACE CREATED BY THIS PROJECT IS 11 .21 ACRES. SILT FENCE L.F. 18,775
<br /> SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED WITHIN SEVEN (7) DAYS OF DISCOVERY. RESTABILIZING THE
<br /> AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL WILL BE COMPLETED WITHIN THE SAME SEVEN (7) DAY TIME FES/PIPE OUTLET PROTECTION EACH 17
<br /> HYDROLOGIC REPORT (DRAINAGE CALCULATIONS) AND DRAINAGE MAPS (WITH DRAINAGE DIVIDES) PREPARED FOR THIS PROJECT FRAME. CATCH BASIN INLET PROTECTION EACH 32
<br /> ARE AVAILABLE IN THE ENGINEERS OFFICE. STORM WATER RUNOFF FROM THE SITE DRAINS INTO THE WETLAND D AND CLASS III RIPRAP W/ FABRIC C.Y. 60.8
<br /> OVERFLOW TO CLEARWATER CREEK. THE WETLANDS OVERFLOW NORTH INTO A PRIVATE DITCH LOCATED ON 135TH STREET CONSTRUCTION SITE VEHICLE EXIT LOCATIONS WILL BE INSPECTED FOR OFFSITE SEDIMENT TRACKING ONTO PAVED
<br /> NORTH. THE RUNOFF FROM THE SITE WILL BE CONVEYED VIA NEW ON—SITE STORM DRAINS. THE LAST STORM DRAIN SURFACES. TRACKED SEDIMENT WILL BE REMOVED FROM THE PAVED SURFACE WITHIN 24 HOURS OF DISCOVERY. RESIDENTIAL SEED MIX 35-521 S.F. 332,767
<br /> STRUCTURE, NOT DISCHARGING TO THE SEDIMENT POND, JUST PRIOR TO DISCHARGE WILL BE EQUIPPED WITH A SUMP (GRIT WETLAND SEED MIX 34-262 S.F. 323,674
<br /> MINIMIZE
<br /> CHAMBERS). THE SUMP (GRIT CHAMBERS) ARE SIZED PER RICE CREEK WATERSHED DISTRICT REQUIREMENTS. OFFSITE ACCUMULATIONS OF SEDIMENT WILL BE REMOVED IN A TIMELY MANNER AND AT A FREQUENCY SUFFICIENT TO
<br /> MINIMIZE OFFSITE IMPACTS. SOD S.F. 362,459
<br /> EROSION PREVENTION PRACTICES: POLLUTION PREVENTION MANAGEMENT MEASURES:
<br /> THERE ARE NO CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, LONG HORIZONTAL SLOPE GRADING FOR THE PROJECT.
<br /> THERE ARE UNDISTURBED AREAS WITHIN THE PROJECT LIMITS.
<br /> THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE:
<br /> ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, WOOD FIBER BLANKET, OR PAVED SURFACE WITHIN SEVEN (7) Ce11 c i11e _
<br /> DAYS OF ROUGH GRADING. HU9G u 147th Street North
<br /> SOLID WASTE: COLLECT SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, <
<br /> CONSTRUCTION AND DEMOLITION DEBRIS, AND OTHER WASTES MUST BE DISPOSED OF PROPERLY OFFSITE AND MUST
<br /> ALL EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS AFTER COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 14Sth5t1e No 6
<br /> THE AREA IS NOT ACTIVELY BEING WORKED. i 1Fafe
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<br /> HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING v
<br /> FERTILIZER: MnDOT SPECIFICATION 3881 , TYPE 2 SEEDING: MnDOT SEED MIXTURE 25-131 OR 33-261 (FOR PONDS), SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS `
<br /> HYDROMULCH: MnDOT SPECIFICATION 3884 TYPE 5 OR 6 WITH APPLICATION RATE PER MnDOT SPECIFICATION 2575.3H. MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE _ 1 MI Ell Street North 4°[h Street
<br /> 1
<br /> WITH MPCA REGULATIONS. j
<br /> PROVIDE EROSION CONTROL FABRIC FOR ALL SLOPES STEEPER THAN 1 :3. 1 F9 81 137th Street North
<br /> EXTERNAL WASHING OF TRUCKS, INCLUDING CONCRETE DELIVERY TRUCKS, AND OTHER CONSTRUCTION VEHICLES MUST BE
<br /> THERE ARE NO DRAINAGE DITCHES CONSTRUCTED WITH THIS PROJECT. LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO
<br /> ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT ON SITE MUST BE CONTAINED IN A LEAK—PROOF d
<br /> SEDIMENT CONTROL PRACTICES: CONTAINMENT FACILITY OR IMPERMEABLE LINER. ° 132nd Street North
<br /> THERE ARE DRAINAGE DITCHES OR SEDIMENT BASINS FOR THIS PROJECT. N-1,
<br /> THE CITY OF HUGO IS RESPONSIBLE FOR LONG TERM MAINTENANCE OF THE STORM DRAIN INCLUDING THE SUMPS (GRIT I 5t dN ,t1i 3°`N5"`"`"°""
<br /> 30tpSVeet North
<br /> THERE ARE NO SLOPES WITH A GRADE OF 1 :3 OR STEEPER WITH A SLOPE LENGTH GREATER THAN 75 FEET. i
<br /> CHAMBERS). THE GRIT CHAMBERS ARE TO BE INSPECTED YEARLY AND CLEANED OUT AS NECESSARY TO MAINTAIN FUNCTION. C
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<br /> THERE IS A DRAINAGE INFILTRATION BASIN FOR THIS PROJECT. v sake _
<br /> THE CONTRACTOR IS RESPONSIBLE FOR MONITORING AIR POLLUTION AND ENSURING IT DOES NOT EXCEED LEVELS SET BY LOCAL,
<br /> STATE, OR FEDERAL REGULATIONS. THIS INCLUDES DUST CREATED BY WORK BEING PERFORMED ON THE SITE. AIR POLLUTION ^mp11n -
<br /> ALL SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO UPSTREAM LAND DISTURBING ACTIVITIES. °ke ,2,°,1 1..,th -
<br /> AND DUST CONTROL CORRECTION ARE CONSIDERED INCIDENTAL TO THE UNIT BID PRICES FOR WHICH WORK IS BEING z T o
<br /> WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, PIPE OUTLETS MUST CONTAIN RIPRAP, SEED AND PLACE EROSION PERFORMED. ADDITIONAL DUST CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER. _
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<br /> CONTROL BLANKETS ON DISTURBED AREAS WITHIN 200 LINEAL FEET OF PIPE OUTLETS INCLUDING THE DOWN SLOPE TO THE
<br /> PIPE OUTLET, SILT FENCING TO BE PLACED AROUND THE DISTURBED AREA AND SILT FENCE ROUTED ACROSS THE TOP OF THE EXISTING SANITARY AND SEPTIC SYSTEM ON THE SITE WILL BE REMOVED. _ _ —_— `°"e
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<br /> OUTLET. _
<br /> FINAL STABILIZATION: 61 '9ye N
<br /> THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION IS ACHIEVED WHEN ALL SOIL 04m `eN°th re.'
<br /> WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, SEED AND PLACE EROSION CONTROL BLANKETS ON DISTURBED AREAS Communiry Maps Contributors,Metropolitan Council,MetroGIS,Esri Canada,Esri,HERE,Garmin,SafeGraph,GeoTechn...
<br /> WITHIN 200 FEET OF PIPE INLET INCLUDING THE DOWN SLOPE TO THE PIPE INLET, SILT FENCING TO BE PLACED AROUND THE DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL
<br /> DISTURBED AREA, PLACE A SECOND SILT FENCE ROUTED ACROSS THE TOP OF THE INLET AND PLACE INLET PROTECTION. PIPE VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF THE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS
<br /> INLET PROTECTION SHALL BE PER BMPS SUCH AS SILT FENCE OR STRAW BALES STAKED AROUND THE APRON OPENING OR NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. I HEREBY CERTIFY THAT THIS SWPPP WAS PREPARED BY ME OR UNDER MY DIRECT
<br /> OTHER APPROVED EQUIVALENT. SUPERVISION AND THAT I AM A DULY CERTIFIED SWPPP DESIGNER.
<br /> ALL TEMPORARY EROSION PROTECTION, INCLUDING SILT FENCE, ARE TO BE REMOVED AFTER FINAL STABILIZATION OF THE SITE.
<br /> WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, SEED AND PLACE EROSION CONTROL BLANKETS ON DISTURBED AREAS RECORDS RETENTION:
<br /> WITHIN 200 FEET OF CATCH BASIN INLET. PLACE INLET PROTECTION IMMEDIATELY AFTER STRUCTURE IS BACKFILLED. CATCH ALL REQUIREMENTS OF THE NPDES PERMIT AND THIS SWPPP SHALL REMAIN IN EFFECT UNTIL ALL LAND DISTURBING ACTIVITY DATE 6/29/2022
<br /> UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 4
<br /> CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E. MY GOODVIEW ESTATES DATE: 07 06 22
<br /> COMCAST (952) 607 4078 DIRECT SUPERI NDONAM A RFC ENGINEERING , IN Ham Lake, MN 55304 /SOpas$ STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS Telephone 763-862-8000 HUGO MN JOB NUMBER: 2112
<br /> ENGINEE E LAWS OF THE P
<br /> ONE CALL XCEL ENERGY (612) 526-4508 06/29/22 OUTLOT CONFIGURATION MINNESOTA. Fax 763-862-8042 STORM WATER POLLUTION PREVENTION PLAN
<br /> HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS Q Consulting Engineer SH EET:C 12 OF 67
<br /> 800-252-1166 651-454-0002 DATE REG. NO. FILE: 3 7—1 — 1 12
<br /> DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC
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