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A V� \ <br />N <br />n94609a 9 <br />INSTALL I N/DOT CAT .9 � x94 ^�^ 4TS — G- <br />3 EROSION CONTROL c -95�.o <br />dI 4 <br />BLANKET WITH TF =951.3 �9.2 G 946.0 \ �1F 99665 F385] 9 \ <br />IODEGRADABLE, L1 =942.3 / F9695 iF 968 0 5 LL 938.5 <br />NATURAL NETTING & LIB 940.2 <br />SEED TWEEN CURB & Fa ss, F so' =55' /6 s5 F6 55' <br />m o M <br />BE F / \o \ \ °'° o .9 \ i \ \ scow r- - m• <br />_ (PROPERTY LINE <br />]ss \ \\ <br />3� ( 796S, taNO � � � � � v _\AV \ <br />DEVELOPER: <br />ArTN GER PROPERTIES <br />ROCK CONSTRUCiiQN 3R 93 4 G Sae a \\ ATM' JEFF COUNTY ROAD 8 <br />v \ \ Yr, \ \ — , \ ROGE COUNTY ROAD BI <br />N EN IRAN E A3 <br />,946o TF g4 — — \ \ ROCERS, MN 55330 <br />9as,o a 9q o u_9ao�3 <r -�.ss, \ P PH (763)-426 -3039 <br />I co esos TI-141 <br />`xJ iF- 950.8 F .5 <br />_ / o V A \ CON TPA C TOR <br />: <br />I I Wo 942a \ 4\ 96r9b0 �../ 2 \ NAME.- <br />PROJECT MANAGER: <br />3 ADDRESS: <br />PHONE NUMBER: <br />WE <br />DEUOFES INLET PROTECTION <br />t;V -9lPJ \�Y <br />$)YALE Q�L. y� gRANI7E 9 \ \ \ o -D -O NO ENCERE- CONSTRUCTION <br />/ RIgRAb X4IP�JN 2a H6L OF r�2 V A <' A w \ V A V A \ <br />/BLARE �N �M1ISTAIA \ATIOI� /yep — — A`� A A A A <br />INSTALLED OLLSIAFTERN E <br />GRADNGA <br />COUPLET W <br />9392 / IV I ( NO HEAP IP)AEyT �L Si0N5 RUCTION \ \� LO sA , \ \V- V A A V AV A A " <br />\093 , 11 T LQWED IN �NZ /b EAI__ AA6 �/ B \ \ `\\ \ \ \ RDa a.Ar 3 <br />\ \, \ \ \ a <br />\ \ ❑ ESa CHI . NKEr <br />__SUE -1.1 9 SEED mm <br />EARRIENED BERM DETAIL <br />I-6- o own T DE <br />L i V VA \A\ \ _ <br />II \ <br />—LGRAGE <br />SO <br />MPnIRED WnTE Oy <br />SEODENCE FOR CONSTRUCTION SEDI VENT AND EROSION CONTROL NOTES / BN / / I \\ I 1 I \ \ \ \ \ \� THI T <br />t. CONTRACTOR SHALL BE FAMILIAR WIT' AND FOLLM ALL REQUIREMENTS OF THE \ \ \ \ I I \ \ \ \\ u uu nu wA <br />\ \ )\ <br />MPCA NP ES PERMIT FOR CONSTRUCTION TINS ECTONS. INSPECTIONS TE CONTRACTOR SHALL <br />L. INSTALL ALL PERIMETER SEDMENT LONTRW DEMCES AND CONSTRUCTION <br />ENTRANCE. CONDUCT WEEKLY EROSION CONTROL INSPECTIONS. LOGS THA AFTER DE COUR RAINFALL <br />2. GRADE THE REAR vARDB OF BLOCK Z AND CONSTRUCT EARTHEN BERN EVENTS Of O.5' OR MORE AND TINiATI INSPECTION CONTRACTOR LOGS THAT EDGES CORRECTIVE MEASURES <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NAINTENANLE OF ALL EROSION 6. THE CON TRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED BA <br />1 I 5 <br />PERMIT ONFE `LIFE ANE SiABIUZE DISTURBED AREAS ACCORgNG TO ixE OfuiNIS PERM UI AND AGREES iOTABIDE E, CTHEM.ACTOR ACXUOwLEDCES THE TERMS SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT k MUD SHALL BE <br />2. ALL DISTURBED AREAS SHALL BE RESTORED WIT' A MINIMUM DT a INCHES TOPSOL. SEEDED OFON]OL OVERLY E ENTIRE IPERVAiWS AREAONMA MAINTENANCE SHALL UCLU E eu� HOT . INSTALL UTITIES TIMELINE <br />WI H D ]E CONTRACTOR SHALL MSTALL AND MPRiNiAIN INLET PROTECTION THRWGOUi CONSTRUCTION. <br />S CONPLETE ROAD CONSTRUCTION. MN /DOT SEED MIXTURE 35 -tat (6t LBS /ACRE). NULLED WIT' NN /DOT TYPE t MULCH BE LIMITED i0 THE FOLLOWING: wxEU HALF FULL AND uPDu <br />(2TiON /ACRE H DISC ANC'ORED) AND FERTILIZED WIT' L2 -5 -t0 ivPE ]FERTILIZER (550 LBS /ACRE) REMOVE SED ME T FROM SEDIMENT TRAPS AND DIT[x B. COLLECTED SEDIMENT, ASPHALT AND CONCRETE IX UNGS. FLOATING DEBRIS. PAPER. <br />UNLESS OTHERWISE NOTED. STABILIZAION OF EXPOSED SOL AREAS CONPLETION OFNCONSTRUCTON. D(WIixIN ]1 HOURS) ES PLASTIC. FABRIC. CONSTRUCTION AND DENOLITION DEBRIS AND OTHER WASTES MUST <br />RET`KE SITE ]. SEDIMENT )STROLEDEMCES HnVE ]DS VEGETATIVE DENS , REMOVE S nu BE INITIATED META ELV (I.E. SCHEDUUUI THE SUB - CONTRACTOR) SUCH THAT STABILIZATION ONE-HALF THE DISPOSE OF PRDPERLV AND MUST CDMPL IIN MPLA DISPOSAL REQUREMENTS. <br />IS COMPLETED VATHINMtA DAYS AfiER CONSTRUCTION ACTIMTV IN THAT PORTION ON ME SIlE HAS HEIG T OF (WITHIN LATIN gE STORAGE AND DISPOSAL OF OIL. UGASOLME.vPAINT AND AN' HAZARDWS SUBSTANCES <br />TEMPGRARILV OR PERMANENRV CEASED. MULTIPLE TRIPS TO THE SITE ARE EXPECTED TO MEET THIS IN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING <br />REOOFEMENT. CONSTRUCTION MAI BE NECESSARI. 1G.SNO EXTERNAL WASHING IN MPCA OF MUCKSEORLENGNE DEGREASING IS ALLOWED ON SITE <br />1 THE CONTRACTOR SHALL BE RESPONSIBLE FDR TEMPORARY DITCHES. PIPING. OR ANV DEPOS TING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS WITHOUT APPROVAL By THE ENGINEER. <br />OTHER MEANS REWIRED TO INSURE PROPER DRAINAGE DURING OR SALES SHILL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS <br />CLEANED. LL. A L UWID AND SOLID WASTES GENERATED By CONCRETE WASHOUT OPERATIONS MUST BE <br />CON NvR DEWRiERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. DONELMA NOMLE WASHOUT ON EACH TRUCK. <br />STORM WATER POLLUTION o�EOFR�o. <br />PRESTIGIOUS WOODLAND HILLS THIRD ADDITION PREVENTION PLAN 14 -0418 <br />o "EOI (_,pAp �j o ,e�oa_ TTo >6 <br />BENZINGER PROPERTIES <br />cs0 A _ a�am sNn,MyPrs, mo_ I63X82322 ELK RIVER, MN ISHEETNO. 5 OF 8 SHEETS GP,F. 2/23/15 <br />