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SEDIMENT AND EROSION CONTROL FOR ORONO COPY <br />LINDA A. WOTIPKA <br />OF LOTS 1-32 & ADJACENT VACATED ALLEY, BLOCK 16, MINNETONKA BLUFFS <br />HENNEPIN COUNTY, MINNESOTA RECEIVED <br />AUG 1 1 2011 <br />CITY OF ORONO <br />(970.2)�o BLACKTOP <br />ROADWAY .% DICKEN ON STREET `962.2'' <br />C� <br />S 8 ,635' 16" E 135.47 <br />,� / <br />(987.7),,"" <br />987.7);"" CONCRETE (967.3) (964.6) <br />(DRIVEWAY w000 WOOD PAVER WALK, J <br />I � / •mow TIC / <br />! I I PROP. WALK "' ::,.W� STEP & VESTSULE <br />1 ...... ,� TO BE REMOVED <br />2.5 I PROPOSED <br />PROPOSED PORCH EXTENSION y 49-58 � <br />_ I 24.1 FLOOR ,10 36.1 T ELL�F <br />.A I OP <br />LEVEL- f (963.8) / <br />• . I (967.8) 0 n / / <br />O { NIEXISTING N oo EXISTING(957.1) <br />{ 6.0 / .... / t�C) <br />C-41 <br />" d °� 61.8 ............................ �- <br />X966 I GARAGE =Q " 7 <br />o (963.5) / <br />24.1 HOUSE 0 / <br />I ,q CISTERN <br />PAVERS— — 14.0 # 1205 N <br />_ <br />I <br />� L" y� FLvOR <br />_ (9G6.4) -28.1— — — — .� — — — / <br />OOD WAL MH 409 <br />I ...�.......•S�.$...... (963.2) /7 <br />\ PLANTED DECK / / 1 <br />I AREA <br />PROPOSED SILT <br />• I { -` FENCE / / / / za <br />i.............. <br />-�-� / SERVK;E <br />LLJ <br />i I _ •- `r •• PROPOSED FUTURE <br />TERRACE PAVER <br />V_ I <br />60 <br />.4 0 1 r — 9 0 <br />S52 <br />i I <br />SOUTH LINE <br />OF LOT 3 �pP <br />r _ <br />I o _950 <br />- _ _ <br />LLJ <br />( _ _ (946.9) (,g4 <br />I F- I'• ----9 --------- �_ <br />Q --- <br />Lv I (948.5) <br />;Q { ......N 88033' 28" W 135.46 ..... <br />I I 30 <br />EROSION CONTROL NOTES: <br />Site dewatering. Water pumped from the site shall be treated by temporary sedimentation basins, grit <br />chambers, sand filters, upflow chambers, hydrocyclones, swirl concentrators or other appropriate <br />controls as a propriate. All water from dewatering must be discharged in a manner that does not cause <br />nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in <br />wetlands causing significant adverse impact to the wetland. <br />All discharge points must be adequately protected from erosion and scour. The discharge must be <br />dispersed over natural rock riprap, sand bags, plastic sheeting or other accepted energy dissipation <br />measures. Adequate sedimentation control measures are required for discharge water that contains <br />suspended solids. <br />Construction site waste. <br />Waste and material disposal: All waste, unused building material (includinggarbage debris, cleaning <br />wastes, wastewater, toxic materials or hazardous materials), collected sediment, asphalt and concrete <br />millings, floating debris, paper, plastic, fabric, construction and demolition debris and other <br />wastes must be properly contained on site and disposed of off site, not allowed to be carried by runoff <br />into receiving channel or storage sewer system. <br />Hazardous materials: Oil, gasoline, paint and any hazardous substances must be Properly stored, <br />including secondary containment, to prevent spill, leaks or other discharge. Restricted access to storage <br />areas must be provided to prevent vandalism. Concrete wash must be limited to a defined area of the site <br />and runoff must be contained within the defined area. Storage of hazardous waste must be in compliance <br />with MPCA regulations. <br />Liquid waste: All non stormwater discharges (concrete truck washout, vehicle washing, maintenance spills, <br />etc. conducted during the construction activity must comply with the newest version of the state NPDES permit. <br />Sanitary facilities: Adequate on—site sanitary facilities shall be provided in convenient location(s) for all <br />persons who work on the site. <br />Tracking. Each site shall have graveled roads, access drives and parking areas of sufficient width and length <br />to prevent sediment from being tracked onto public or private roadways. Any sediment reaching a public or <br />private road shall be removed by street cleaning before the end of each workday. <br />Drain inlet protection. All storm drain inlets shall be protected during construction with control measures as <br />approved by the city. These devices shall remain in place until final stabilization of the site. A regular <br />inspection and maintenance plan shall be developed and implemented to assure these devices are operational at <br />all times. <br />Site erosion control. <br />Channelized runoff from adjacent areas passing through the site shall be diverted around disturbed areas, if <br />practical. Diverted runoff shall be conveyed in a manner that will not erode the conveyance at receiving <br />channels. All temporary or permanent drainage channels must be stabilized within 24 hours of being connected <br />to a water of the state. Sediment control is required along channel edges to reduce sediment reaching the channel. <br />All activities on the site shall be conducted in a logical sequence to minimize the area of bare soil exposed at <br />any one time. <br />111028SWPP-SCJ <br />)ESIGNED REVISION DATE DESCRIPTION <br />1 5-12-11 SEWER INFORMATION SHOWN, REVISED HARDCOVER & PROPOSED ADDITIONS <br />DRAWN 2 6-8-11 SEDIMENT AND EROSION CONTROL PLAN <br />3 1 8-10-11 1 PROPOSED PORCH REVISED, PROPOSED SHED REMOVED <br />CHECKED <br />11-102B <br />All disturbed ground left inactive for 14 or more days must have temporary or permanent stabilization year round. <br />For sites with more than ten acres disturbed at one time, or if a channel originates in the disturbed area, one or <br />more temporary or permanent sedimentation basins shall be constructed. Each sedimentation basin shall have a <br />surface area of at least one percent of the area draining to the basin and at least three feet of depth and <br />constructed in accordance with accepted design specifications. Sediment shall be removed to maintain a depth of <br />three feet. The basin discharge rate shall also be sufficiently low as to not cause erosion along the discharge <br />channel or the receiving water. <br />Perimeter sediment control measures shall be placed along all down gradient perimeters of the site. If a channel <br />or area of concentrated runoff passes through the site, perimeter sediment control measures shall be placed <br />along the channel edges to reduce sediment reaching the channel. All down gradient perimeter sediment control <br />measures must include a maintenance and inspection schedule. <br />Any soil or dirt storage piles containing more than ten cubic yards of material should not be located within 25 <br />feet from a roadway or drainage channel. If remaining for more than 14 days: they shall be stabilized by <br />mulching vegetative cover, tarps or other means and enclosed with down gradient perimeter sediment controls. <br />Piles which will be in existence for less than 14 days shall be enclosed with perimeter sediment controls. <br />Pipe outlets must have energy dissipation installed within 24 hours of connection to waters of the state. <br />Inspections and maintenance. The owner shall be responsible for conducting inspections and maintenance of all <br />erosion and sediment control BMPs on site. <br />Inspections, maintenance, and rainfall on site must be documented and readily available for review. Inspections <br />are required as followed: <br />Once every seven days on exposed soil areas. <br />Within 24 hours after a one—half inch or greater rain event over 24 hours. <br />Once every 30 days on stabilized areas. <br />As soon as runoff occurs or prior to resuming construction on frozen ground. <br />Maintenance is required as follows: <br />When sediment reaches 1/3 the height of the BMP on perimeter control devices, sediment must be removed within <br />24 hours of discovery. <br />If the perimeter control device is not functional it must be repaired or replaced within 24 hours of discovery. <br />Temporary sediment basins shall be maintained when sediment reaches the outlet height or the basin storage <br />volume. Basins must be drained or sediment removed within 72 hours of discovery. <br />Sediment must be removed from paved surfaces within 24 hours of discovery. <br />Erosion into streets, wetlands or water bodies. If eroded soils (including tracked soils from construction <br />activities enter or appear likely to enter streets, wetlands, or other water bodies, prevention strategies, <br />cleanup and repair must be immediate with the appropriate approvals from the DNR, MPCA, or any other state, <br />federal, or local agencies as necessary. The owner shall provide all traffic control and flagging required to <br />protect the traveling public during cleanup operations. <br />Erosion off—site. If erosion breaches the perimeter of the site, the owner shall immediately develop a <br />cleanup and restoration plan, obtain right—of—entry from the adjoining property owner and get appropriate <br />approvals from all state, federal, and local agencies as necessary. Then implement the cleanup and restoration <br />plan within 48 hours of obtaining the adjoining property owner' s permission and approval from any appropriate <br />state, federal, and local agencies. nst7Y) <br />G R O N B E R G A N D I hereby certify that this survey was prepared by duly or under my direct supervision, and that I am a duly <br />ASSOCIATES, INC. registered Civil Engineer and Land Surveyor under the <br />laws of the State of Minnesota. <br />CONSULTING ENGINEERS, LAND <br />SURVEYORS, & SITE PLANNERS <br />445 NORTH WILLOW DRIVE <br />LONG LAKE, MN. 55356 <br />952-473-4141 Mark S. Gronberg Minnesota License Number 12755 <br />SCALE <br />1 "=20' <br />DATE <br />4-27-11 <br />JOB NO. <br />11-102B <br />