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155 Kintyre Lane - 32-118-23-43-0016
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2011 Storm Water Prevention Plan
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Last modified
8/22/2023 4:41:50 PM
Creation date
1/3/2020 11:07:39 AM
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House Number
155
Street Name
Kintyre
Street Type
Lane
Address
155 Kintyre Lane
Document Type
Survey
PIN
3211823430016
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STORM WATER POLLUTION PREVENTION PLAN FOR <br />MICHAEL ROLL & JACQUELINE WILLIAMS <br />\ <br />C:) <br />01 <br />\ <br />N <br />i <br />STORM WATER POLLUTION PREVENTION PLAN BEFORE AND DURING CONSTRUCTION <br />1. The following storm water pollution prevention measures are shown <br />on the plans and shall be implemented prior to construction: <br />• Install silt fence around the perimeter of areas to be graded as <br />shown on the storm water pollution plan. <br />• All temporary stockpiles must have silt fence around them to trap <br />sediment. <br />• Construct rock construction entrance at field entrance to site. <br />• Phase grading work to minimize the duration that any disturbed soil <br />is exposed. <br />• Seed and mulch must be applied within 72 hours after rough grading is <br />complete. <br />• Locate stockpiles a minimum of 50 feet from ponds and site drainage routes. <br />• Remove any sediment that has been tracked onto public or private streets <br />within hours. <br />Remove any spill of fuel, oil, or other chemical immediately upon detection. <br />• Store construction materials in an orderly manner. <br />' Repair silt fences, rock construction entrances, and other erosion and <br />sediment controls as needed. <br />2. Storm Water Pollution Prevention After Construction <br />The contractor shall implement the following storm water pollution prevention <br />measures after construction: <br />• All distrubed areas without permanent impermeable surfaces will be <br />vegetated for final stabilization. <br />• Silt fence and other erosion and sediment control devices will be removed <br />after vegetation is established <br />• Contractor shall maintain a construction activity log with dates of major <br />grading activities, dates grading stops and spills. <br />3. Notification <br />• If the rock construction entrance is filled with sediment the contractor <br />shall either replace the entrance or add additional rode with 24 hours of <br />detection or notification <br />• If sediment from the site is observed on adjacent streets or other properties, <br />the contractor shall remove the sediment within 24 hours of detection or notification. <br />• If sediment from the site is observed on adjacent streets or other properties, the <br />inspector shall identify the source and discharge location of the sediment and instruct <br />the contractor to implement additional erosion and sediment controls at those <br />locations to prevent future discharges. <br />• If building materials, chemicals, or general refuse is being used, stored, disposed <br />of, or otherwise managed inappropriately, the contractor shall correct such defects <br />within 24 hours of detection or notification. <br />• If excessive sediments or debris are observed at the flared end section outfalls, <br />the inspector shall determine the source and discharge locations of such materials. <br />If the discharge has occurred on the property, the contractor shall remove the <br />sediments and debris within 24 hours of notification and correct the source of <br />such materials as directed by the inspector. <br />DESIGNED I REVISION I DATE I DESCRIPTION <br />DRAWN <br />PR <br />CHECKED <br />10-311 <br />OF LOT Z, BLOCK 1, KINTYRE TWO <br />HENNEPIN COUNTY, MINNESOTA <br />i <br />Temporary Erosion Control and Sequencing <br />1. Install perimeter control fencing per the standard detail plates. No more than <br />600 linear feet of silt fence should be continuous and collecting at one point <br />Undulate the sift fence or use "simles" or crescents of silt fence. <br />2. Install a rock construction entrance per the standard detail plate. Rede pad <br />exits are needed where the site exits to the private drive_ Rode pads should <br />be 3 inch rock, 6 inches deep, and 75 feet long and span the full width of the <br />exit. Geotextile fabric should be placed under the rock. <br />3. Use horizontal slope grading <br />4. Install erosion control around any temporary dirt stockpile areas. <br />5. All septic areas to be fenced off for protection. Protection to extend a <br />minimum of 20' outside of septic areas. <br />7. The contractor for the project shall inspect all erosion control BMP's after <br />each rainfall and repair as necessary and remove sediment from silt fences <br />if it reaches 1/3 capacity. <br />8. The contractor shall schedule his operations to minimize the amount of <br />disturbed area at any given time. The contractor shall limit his activities <br />to the grading limits as shown. <br />9. Remove all temporary BMP's once the site has reached final stabilization (a <br />uniform perennial vegetative cover with a density of 70 percent over all pervious <br />surface areas). <br />Permanent Erosion Control <br />1. All exposed soils on site must be stabilized with in 3 days: .. <br />a. Stabilization on slopes flatter than 4:1 consists of disc -anchored <br />mulch and seed; stabilization on slopes greater than 4:1 and in areas <br />of concentrated flows consists of erosion blankets and seed. <br />2. Temporary mulch and seed is needed for exposed areas which sit fallow for <br />3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21 <br />days. Also open stockpiles need to have temporary stabilization if they are to <br />remain inactive for more than 7 days. <br />GRONBERG & ASSOCIATES, INC. <br />CONSULTING ENGINEERS, LAND SU <br />SITE PLANNERS <br />445 N. WILLOW DR. LONG LAKE, MN. 55356 <br />952-473-4141 <br />s,[s6 wxrR�sr), � �vurtrn ¢mcm� <br />yp�� S� F�iP6("xWrT!Ht£ <br />�so�e <br />I le <br />I <br />-i—vuav� vmi� nuoF •rovmmc snr � rosTs er waw asrs <br />z iusnr rtrvcF xrzrro ua omen uo Forrnrc �. <br />rr ourr sa �swuune su®rnesnr rete reurs�wo <br />ns'rnum w.auswrxrts� ra cpnwren oue ro m..� <br />imrr�nars. tee, saw s,� s<� <br />0 <br />O.• NO - SILT FENCE <br />HEAVY DUTY <br />ER61C <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND <br />SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SCALE <br />1#1=30' <br />DATE <br />11-30-10 <br />JOB N0. <br />DATE i�l MN LICENSE NUMBER /L -7Sl 10-311 <br />r <br />i <br />J <br />l <br />s,[s6 wxrR�sr), � �vurtrn ¢mcm� <br />yp�� S� F�iP6("xWrT!Ht£ <br />�so�e <br />I le <br />I <br />-i—vuav� vmi� nuoF •rovmmc snr � rosTs er waw asrs <br />z iusnr rtrvcF xrzrro ua omen uo Forrnrc �. <br />rr ourr sa �swuune su®rnesnr rete reurs�wo <br />ns'rnum w.auswrxrts� ra cpnwren oue ro m..� <br />imrr�nars. tee, saw s,� s<� <br />0 <br />O.• NO - SILT FENCE <br />HEAVY DUTY <br />ER61C <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND <br />SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SCALE <br />1#1=30' <br />DATE <br />11-30-10 <br />JOB N0. <br />DATE i�l MN LICENSE NUMBER /L -7Sl 10-311 <br />r <br />
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