The URL can be used to link to this page

Home My WebLink About0511621340062-01032014qJno al.aJouoo C,0 IQ) -0 b7j -0 101= 0 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 Civ0SiteGroup.0/m Matt Pavek Pat Sarver I 763-213-3944 952-250-2003 CO I V 0 DEPARTIViE11 JAN 3 2014 CITY OF EDINA 0" SEDIMENT AND EROSION CONTROL NOTES CONSTRUCTION SEQUENCING 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE OR BIO-ROLL AROUND SITE 3. DEMOLITION OF EXISTING STRUCTURES IF ANY. 4. CLEAR AND GRUB. 5. STRIP AND STOCKPILE TOPSOIL 6. ROUGH GRADING OF SITE 7. STABIUZE DENUDED AREAS AND STOCKPILES 8. EXCAVATE FOR NEW HOME FOUNDATION 9. CONSTRUCT & BACKFILL FOUNDATION 10 CONSTRUCT NEW STRUCTURE 11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. EROSION PREVENTION THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE NORMAL ViL I IED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 20 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 20 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABIUZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GLITTER SYSTEMS AND STORM SEWER INLETS. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. AU_ STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER 11-1-ECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY A ROCK CONSTRUCTION ENTRANCE. STREET SWEEPING MUST BE USED IF THE ROCK ENTRANCE IS NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. INSPEC11ONS AND MAINTENANCE THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT. MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY AND SHALL MODIFY THE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. STORM WATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORM WATER FLOWS. FINAL GRADING SHALL MAINTAIN THE EXISTING STORM WATER DRAINAGE PATTERNS TO THE EXTENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER, SEDIMENT & EROSION CONTROL CONTACT: PENNANT CONSTRUCTION LLC DEREK BOISCLAIR 612747.8780 16538 81ST AVE N MAPLE GROVE, MN 55311 NOTES: SEE SURVEY, BY HY-LAND SURVEYING. P.A. FOR OMCIAL PROPOSED HOME ELEVATIONS EXISTING DRAINAGE PATTERNS DRAINING OFF SITE SHALL NOT BE ALTERED. *10.707.1.7ZW 5#10-Weilal DENOTES DIRECTION OF DRAINAGE x000.0 DENOTES EXISTING ELEVATION C ) DENOTES PROPOSED ELEVATION DENOTES EXISTING FENCE C10-1• INLET PROTECTION 'O CO w Jw CO 03 CO 0 0 DENOTES SILT FENCE DENOTES ROCK CONSTRUCTION ENTRANCE 390" !Bo( (0-x- I AN. x 1 78.7 n) 0 C920.8D iv 1 . - — — o 1 (-Ti 1 0-1 b ------ O N.) 01 °b x _ OD - -- '(I O 7 0 I/,. X < I° 0 CD I .__, (to CD a) m n 1 ::.--:=--1.-`,(----'-- Nal ., ii,q co \ \ (o co 45.0 plat - No I' Y m I "-Z.': j • u N, _ _ _ _ N Cegh\-- 144.64 /(meas.) \O°22'58"E_ -------- _EIT;2' por .....ff • e• • 11••• on° strouccKtio... ,, ....----'/ 49.7 oura5 uti W-LWAY Ei i PERIVIrPREQUIRED c•c„) 0 CONTACT EaNEERING 952-826-0371 TRACY AVENUE &sof* 121 3t, 5700 W LH_J 000-oaaao o oco o 00 co0000c00-000e0f-- 172.50 (meas.) N0°33'06"W (92 40'0" III (1) 0 U I I I 0 Cf) o iiiu - I 0 .c5Pco ntrance 414 ••• 600 • , o 'D *61/4, 0 ---5 \ crA -CD \ -0 CO D • 01 / w CMS MULTI n -A (.0 n SI LT FENCE -1(0 0 -- (0 1" -=- 10' 5'-o" 0 10,-0 (D 0 -s -Z c -f-, (C) D c) Os) CO X 0 0 CD CD WADE 1.111J• 11111• 1•1,1•17M 46.7 // 2'0" co 3'0" -4 CO 0 -4 Ty) • I\D CD CD ISSUE/SUBMITTAL SUMMARY DESCRIPTION CITY SUBMITTAL DATE 1/2114 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. STORM WATER MANAGEMENT & EROSION CONTROL PLAN 1.0 5700 WEST 70TH STREET EDINA, MINNESOTA LDK HOMES MATTHEW R PAVEK P. E. DATE 12/2014 UCENSE NO. 44283