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' ' ' GENERAL NOTES C. SEDIMENT CONTROL PRACTICES •
<br /> STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
<br /> 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POlLUT10N • SEDIMENT CONTFtOL PRACTICES MU5f NINIMRE SEDIMEM ENTERING ' TME CONfRACTOR MUST APPOIM SOMEONE TO INSPEC7 THE TOTAL PROJECT AREA 20.00 t AC.
<br /> CONTROI ACENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE SURFACE WATERS. DffCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTNE TOTAL DISRIRBED AREA 4.48 AC.
<br /> NARRATNE AND NOTES: SHEEf 1 OF t CONSTRUCTION AND WITNIN 24 HOURS AFTER A RAINFALL EVENT OF
<br /> THE AREA DI51UR8ED BY GRADINC AT ANY GNEN T1ME AND TO COMPLETE TURF COMROL PRACTICES ONLY AS APPROPRIA7E FOR SITE CONDITIONS. IF EXISTING IIAPERVIOUS AREA 0.32 AC.
<br /> RESTORATION WITHIN THE TIME REQUIRED BY THE PERMR AFTER COAIPLETION OF GRE4TER THAN 0.5 INCHES IN 24 NOURS. ALL INSPECTIONS MUST BE
<br /> DOWN GRADE SYSTEM IS OVERLOADED, ADDf1lONAl UPGRADE PRACTICES PROPOSED IMPERVIOUS AREA 1.00 AC.
<br /> GRADING OF AN AREA MUST BE INSTA11E0, AND THE SWPPP MUST BE AMENDED. THERE SHAII RECORDED IN WRRINC AND REfNNED PER M.P.CA N.P.D.E.S. gp�� q�7E HYDROIOGIC SOIL GROUP B, C
<br /> BE NO UNBROKEN SLOPE LENCTH OF GREATER THAN 75 FEET FOR REQUIREMENTS. (NOTE: LOCAL JURISDICiION MAY REQUIRE MORE
<br /> 2. A COP`f OF THESE PLANS MUST BE ON TFiE JOB SITE WHENEVER CONSTRUCTION SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN FREQUENT INTERVAL OF INSPECTION.)
<br /> PROJECT NAME: CREKSIDE IN ORONO IS IN PROGRESS. WRH SILT FENCE, ROCK CHECK DAMS, COMPOSf SNAI(ES, OR OTHER
<br /> APPROVED MET}1005/WD/OR AS SHOWN ON THE EROSION CONTROL ' ALL EROSION PREVENTION AND SEDIMENT CONTRO� BMPS MUST BE
<br /> 3. BMP'S REFER TO EROSION AND SEDIMENT CONTROI PRACTICE$ DEFlNED IN THE AIPCA P�� INSPECTED TO ENSURE INTEGRRY AND EFFECTIVENESS. ALL
<br /> DEVELOPER/OWNER: .RF K ID in ORONO. i .. PROTECTING WATER QUALRY IN URBAN ARFAS AND THE MINNESOTA CONSTRUCTION NONFUNCTIONAL BMPS MUST 8E REPAIRED, REPLACED, OR SUPPLEMENTED
<br /> �t 77 aaptiFffF pVF � c�ilTc 5nu SITE EROSION AND SEDIMENT CONTROL PLqNNING HANDBOOK. • SEOIMENT CONTROL PRACTICES MUSf BE ESTABUSHED ON DOWNGRADE WITFi FUNCTIONAL BMPS. THE PERMfTTEE(S) MUST INVESTIGATE AND
<br /> M�NNFAP[11IS. MN 55403 PERIMETERS BEFORE UPCRADE L4ND DISTURBING ACTM'f1E5 BEGIN. COMPLY WITH THE FOLLOWING INSPECiION AND MAINTENANCE
<br /> 4. ALL EROSION AND SEDIMEM CONTROL FACILITIES BMP'S SHALL 8E INSTALLED AND IN REOUIREMENTS:
<br /> 617-558-1<97 ( �
<br /> OPERATION PRIOR TO LAND DISiURBANCE AC71VffIES. SOME EROSION CONTROLS SUCH • THE TIMINC OF 5EOIMENT CONTROL PRACTICES MAY BE ADJU5TED TO pLL SILT FENCES MUST BE REPNRED, REPLACED, OR SUPPLEMENTED
<br /> CONTACT: -R KC�D in ORONO i . 0.S CHECK DAMS AND IEMPORARY SILT PONOS MAY BE INSTALLED AS CRA�ING OCCURS ACCOMMODATE SHORT TERA1 ACTNfTIES. HOWEVER, THESE PRACTICES yyHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF
<br /> PHONE: 812-558-7491 IN THE SPECIFlC AREA THEY SFiALL BE A/AINTAINED UNTIL CONSTRUCTION IS MUST BE INSTALLED BEFORE THE NEXf PRECIPITA710N EVENT EVEN IF TNE �{E HEICHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24
<br /> FAX: 6f2-333-1289 COMPLEfED AND h1E POTEN(IAL FOR EROSION HAS PASSED. ACTMTY IS NOT COMPLEfE. HOURS OF DISCOVERY, OR 15 SOON AS flELA CON�ITIONS ALLOW
<br /> 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS fOR TFiE ' CONTRACTOR AIUST PROTECT ALL STORM DRAIN INlEfS BY APPROPRLITE ACCESS.
<br /> ENGINEER: SCHOELL & MAASON, INC. ANTiCIPATED SRE CONDRIONS. AS CONSTRUCTION PROCRESSES ANO UNEXPECTEO OR 8MP'S DURING CONSif2UCT10N UNTIL ALl SOURCES WfTFi POTEMIAL FOR
<br /> SEASONAL CONDRIONS DICTATE, hiE PERM�TTEE SHALL ANTIC�PATE THAT MORE BMP'S DISCFW2GING TO TNE INLET W1VE BEEN STABILIZED. TEMPORARY AND PERMANEM SEDIMENTATION BASINS MUST BE DRAINED
<br /> CONTACT:PAUL C. WALIJCK AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMEM COLLECTFD
<br /> WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. • TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUNO THE PERIMETER IN THE BASIN REACHES 1 2 iHE STORAGE VOLUME. DRAINAGE AND
<br /> PHONE: 952-847-9643 DURING THE COURSE OF CONSTF2UCTION, R IS THE RESPONSIBILIIY OF THE PERMITTEE OF iHE BASE OF THE STOCKPILE ANO CANNOT BE PLACED IN SURFACE REMOVAL MUSi BE COMP ETED WfTHIN 72 HOURS OF DISCOVERY, OR AS
<br /> FA%: 952-546-9065 TO ADDRFSS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION Wp7ER5, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND SOON AS FIELD CONDff10NS ALLOW ACCESS (SEE PART N.O.).
<br /> ACTNfTIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND GUTTER SYSTEMS, OR CONDUfTS OR DITCHES.
<br /> DESCRIPTION OF CONSTRUCTION ACTMtY ABOVE hiE MINIMUM REOUIREMENTS SHOWN ON THE PLANS TI1AT MAY BE NEEDED TO SURFACE WATERS. INCLUDING DRAINACE DITCHES ANO CONVEYANCE
<br /> . enlN• csuR m' e�y R PROVIDE EFfECTNE PROTECTION OF WATER AND SOIL RESOURCES. • vEHICIE iRACK,ING MUST BE MINIMIZED BY BMP'S. STREET SWEEPING $YgTEMS, MUST BE INSPECTED FOR EVIDENCE Of SEDIMENT BEING
<br /> WATERMpIN_ ¢TORA1 SEwFR MUST BE USED IF SUCH 8MP'S ARE NOT ADEQUATE TO PREVENT DEPOSITED 8Y EROSION. THE PERMITTEE(S) AIUST REMOVE ALL DELTAS
<br /> AND STREF'7 PAVIN(: 6. ALL TREES NOT LJSTm FOR REMOVAL SHALL BE PROTECTED. 00 NOT OPFR4TE SEDIMENT FROM BEING TRACKED ONTO THE STREEf. AND SEDIMENT DFPOSfTED IN SURFACE WA7ERS, INCLUDINC DRAINAGE
<br /> EQUIPMENT WITHIN THE ORIPt1NE, R00T ZONES OR WfTHIN TREE PROTECTION FENCE WAYS, CATCH BASINS, AND OTNER DRUNAGE SYSTEMS, AND RESTABILI2E
<br /> AREAS• • CONTt7ACTOR A4UST INSTALL TEMPORARY (OR PERMANEM) SEDIMENTATION THE AREAS WFIERE SEDIMEM REMOVAL RESULTS IN EXPOSED SOIL THE
<br /> B0.51N5 WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRNN TO A REMOVAL AND SiABILIZA710N MUST TAKE PIACE WITHIN SEVEN (7) DAYS
<br /> RESPON518LE PARTIES: 7. WFIEREVER POSSIBLE, PRESERVE THE EXISTING TREES, CRASS !WD OTHER VEGEfATNE COMMON LOCA710N AND/OR AS SHOWN ON THE EROSION CONlROL PLAN. OF DISCOVERY UNLESS PRECLUDED HY LEGAL, REGULATORY, OR PHYSICAL
<br /> COVER TO NELP Fll7ER RUNOFF.
<br /> ACCESS CONSTRAIMIS. THE PERMITTEE SHALL USE ALL REASONABIE
<br /> OWNFR: S4ME AS ABOVE EFFORTS TO QBTAIN ACCESS. IF PRECLUOED, REMOVAL ANO
<br /> GRAOING COMRACTOR TO BE DETERA�INED 8. OPERATE TRACK EQUIPMENi (DOZER) UP AND DOWN IXPOSED SOIL SLAPES ON FINAL D. DEWATERING AND SURFACE DRAINAGE STABIIJZATION MUSf TAKE PLACE WITHIN SEVEN (7) CA�ENDAR DAYS OF
<br /> CONTACT: . PASS, LEAVING TRA.CK CROOVES PERPENDICULAR TO hIE SLOPE. DO NOT BACK- OHTAINING ACCESS. THE PERMfTTEE IS RESPONSIBLE FOR CONfACTING
<br /> PHONE BtADE LEAVE A SURFACE ROUGH TO AIINIMIZE EROSION. • DEWATERING OR ANY IYPE OF SURFACE DRAINAGE THAT MAY HAVE NRBID ALL LOCAI, REGIONAL, STATE AND FEDERAL AUTHORtf1ES AND RECEMNG
<br /> 9. TEMPORARY SEED SHALL BE MNDOT MIX 90B O 50 LBS. PER ACRE OR MPROVED OR SEOIMENT UDEN OISCNARGE WATER MUST BE DISCHARGED TO A ANY APPLJCABLE PERMRS, PRIOR TO CONDUCi1NG ANY WORK.
<br /> UTILfT`(AND 5TREEf CONTRACTOR: � BE DETERMWED EQUAL MULCH SHALL BE MN00T T'PE 1 (CIEAN OAT STRAW) O 2 TONS PER ACRE SEDIMENT 80.SIN ON THE PROJECT SRE WHENEVER POSSIBLE. IF hiE
<br /> CONTACT: OR APPROVED EQUPL AND DISK ANCHORED IN PtACE OR APPROVED EQUAI.. INSTALLED WATER CANNOT BE �ISCHARGED TO A BASIN PRIOR TO ENTERING THE CONSTRUCTION SITE VEHICLE IXR LOCATIONS MUST BE INSPECTED FOR
<br /> PHONE: TO AIINIAIUAI 90 S COVERAGE OF THE SURFACE AREA DISTURBED. SURFACE WATFR, �T MUST BE TRFATED Wlhl THE APPROPRIATE BMP'S EVIOENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES.
<br /> SUCH THAT TY.E DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEMNG TRACKED SEDIMENT AIUST BE REMOVEO FROM ALL OFF-SITE PAVED
<br /> TO BE UEfERuiNFtl WILI, HqVE INRIAL RESPONSIBWtt FOR 10. PERMANENT TURF RE5TORAiION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED WATER OR DOWNSTREAM UNpOWNERS. THE CON7FiACTOR MU5f ENSURE SURFACES, NATHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WRHIN A
<br /> IAIPLEMENTATION Of THE SWPPP BEFORE AND DURING CONSTRUCTIONS. IS MIXTURE 190 AT 80 POUNDS PER ACRE, TlPE 7 MULCH AT 90 % COVERAGE WfTH T�T DISCHARGE POINTS ME ADEWATELY PROTECTED FROIA EROSION AND SHORTER TIME TO COMPLY WfTH PART IV.C.6.
<br /> DISC ANCHOR. WEfLAND SEEDING IS MNDOT MIXTURE 25B AT 30 POUNDS PER SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK
<br /> ACRE, UPLAND BUFFER IS MNDOT 58 AT 30 POUNDS PER ACRE, WITH FIBER RIPR4P, SAND BAGS, PUSTIC SHEETING, OR OTHER ACCEPTED ENERGY THE PERMITTEE(5) ARE RESPONSIBLE FOR THE OPERATION AND
<br /> TRANSFER OF RESPONSIBILIIY FOR SWPPP BLANKET. (INSTALL ONLY WNERE CROUND IS DISTURBED) ALL SEEDED AREAS ME TO DISSIPATION MEASURES. MAINTENANCE OF TEMPORAF2Y AND PERMANENT WATER QUALfTY
<br /> RECENE TYPE I MUICH AND �ISC ANCHOR OR EROSION CONTROL BLANKEf 7YPE 3, MANAGEMEN7 BMPS, AS WELL AS ALL EROSION PREVENTION ANO
<br /> FROM SRE GRADING CONTRACTOR TO STREEf AN� UT1�fTY CONTRACTOR: OR HYDROSEEDED W(TH TACKIFIER MULCN, TYPE 5, 6, OR 8. • AL1- `NATER FFOM DEWATERINC MUST BE DISCHARGED IN A MANNER TfiAT SE�IMENT CONTRO� BMPS, FOR THE DURATION OF THE CONSTRUCTION
<br /> FOLLAWINC SITE GRADINC COMPLETION, WHEN ALL EROSION CONTROL DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WORK AT THE SRE. THE PERMITfEE(5) ARE RESPONSIBLE UNTIL ANOTHER
<br /> MEASURES HAVE BEEN INSTALLED BY THE SRE GRADING CONTRACTOR AS �7. SLOPES AT J:1 OR STEEPER, ANO OR WHERE INDICATED ON THE PLANS SHALL BE WET�.ANDS CAUSING SIGNIFlCANT ADVERSE IMPACT TO hiE WETVWD. PERMf7TEE HAS ASSUMED CONTROL ACCORDINC TO PART �I.B.S OVER ALL
<br /> REQUIRED AND ARE IN WORKING ORDER WRHOIl� NEED OF MAIMENlWCE, AND SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE AREPS OF THE SITE TFIAT HAVE NOT BEEN FINALLY STABILIZED OR THE
<br /> ALL MEASURES HAVE BEEN REVtEWEO AND ACCEPTED 8Y THE STREET AND SITE HAS UNDERCONE FlNAL STABIUZATION, AND A NOT WLS BEEN
<br /> UTIUTY CONTRACTOR, EXCEPT FOR TURF RESTORATION WHICH MUST HYDROSEEDED WRH TACKIFER MULCH. SUBMfTTED TO THE MPCA.
<br /> DEMONSTRATE THAT R IS �MBLY GROWING, THEN THE 5TREET AND UTILfTY �y. THE COMRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED OP1T0 EXISTING
<br /> COMRACTOR WILL IXECUTE AN MPCA 'APPIJCATION FOR PERAIR F. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SffE
<br /> TRANSFER/MODIFICATION FORM' (AVAILABLE ON-LINE AT WWW.PCA.STATE.MN.US) �EEfS ANO PAVEO AREAS. ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT
<br /> FOR iNE TRANSFERENCE Of RESPONSIBILIN UNDER THE ORIGINAL NPDES �}, IF BLOWINC DUST BECOMES A NUISlWCE. THE CONTRACTOR SHALL APPLY WATER A FRE�UENCY SUFFlCIINT TO A11NIAlIZE OFF-SRE INPACTS (E.G., FUGITNE
<br /> PERMR ISSUED FOR THE PRQIECT. FROM A TANK iRUCK TO ALL CONSiFtUCT10N AREAS. SEDIMENf IN STREEfS COULD BE WASHED INTO STORM SEWERS BY THE
<br /> FROM OWNER/DEVELOPER AND CONTRAC70R TO HOMEBUILDER: / NEXT RAIN AND/OR POSE A SAFEt`( HAZARD TO USERS OF PUBLJC
<br /> IF THE OWNER/DEVELOPER SELLS POfiTIONS OF THE PROPERfY TO 14• T�'�E PERMfTTEE IS RESPONSIBLE FOR IMMEDIATELY FOLLOWING SRE GRADING C� STREETS).
<br /> OPERATIONS ANO PRIOR TO hiE INSTALIATION OF UTILITIES, THE ENTIRE SfTE �
<br /> HOMEBUILDERS, THE HOMEBUILDERS MUST ExECUTE A 'SUBDMSION (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SIIT 12 5. ALL INFlLTRATION ARFAS MUST BE INSPECTED TO ENSURE THAT NO
<br /> REGISTRATION FORM� (AVA1lABLE ON-L1NE AT WWW.PCASTATE.MN.US) WRHIN FENCE SHALI HAVE BEEN INSTALLED AROUN� ALL PONDS. L❑N G L A K E SEDIMENi FROM ONGOINC CONSTRUCTIQN ACTMTIES IS REACHING THE
<br /> SEVEN DAYS OF THE TRANSFER OF THE PROPERTY. THE HOMEBUILOER IS INFlLTRA710N AREA AND THESE AREAS ARE PROTEC7ED FROM COMPACTION
<br /> THEN RESPONSIBLE FOR THE REQUIREMENTS OF THE SWPPP INCLU�ING 15. ALL TEMPOWIRY EROSION AND SEDIMENT CONTROL MElSURES SHALL BE PROPERLY DUE TO CONSTRUC710N EWIPMENT ORMNC ACROSS iHE INFlLTRA710N
<br /> DISTRIBUTING THE MPCA 'HOMEOWNER FACTSHEEI'TO HOMEOWNERS. THE OISPOSED OF WITHIN THIRiI' (30) DAYS AFTER FlNAL SITE STA81U7ATION IS ACHIEVEO 1� SS' ��
<br /> HOMEBUILDERS CAN IMPLEMENT THE ORIGINAL SWPPP OR OEVELOP AND OR AfTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
<br /> IMPLEMENT THEIR OWN SWPPP. �,� F. POLLUIIQN PREVEN110N AAANAGEMENT MEASURES
<br /> CONSTRUCTION ACTNfTY REQUIREMENT SOLID WASTE IAUST BE DISPOSED OF PER M.P.CA REQUIREMEMS.
<br /> H�MEOWNERS ASSOCIATION WILL HAVE RESPONSIBIUTY FOR LONG TERM
<br /> OPERATION AND MPINTENANCE OF THE PAVEMENT STORM WATER MMIAGEMENT Vi4ZARD0US MATERU�LS MUST BE STORED AND DISPoSED OF PER M.P.C.A
<br /> A. STORM WATER POLLUTION PREVENTION PLAN � Recuv�nor+s.
<br /> I��MENTATION SEQUENCE - �
<br /> • THE CONTRACTOR SHALL IMPLEMENT THE SWPPP AND THE REQUIREMENTS Of THIS PART. EXTERNAL W/6NING OF CONSTRUCTION VEH�CLES MUST BE UMREO TO A
<br /> hIE CONTRACTOR SHALL COMPLY WfTH THE FOLLOWING SEQUENCE. 7HE BEST MANAGEMENT PRACTICES BAIPs IDENTIFlED IN THE SWPPP AND IN THIS DEFlNED PREA OF THE SITE RUNOfF IAUST BE CONTPJNED ANO WASTE
<br /> � � = PROPERIY OISPOSED Of. NO ENGINE DEGREfSINC iS ALLOWED ON SRE.
<br /> 1. INSiALL ROCK CONSTRUCTION ENTFtANCE PERMIT MUST BE INSTALLED IN !W APPROPRIATE AN� FUNCTIONAL MANNER. �
<br /> q � c. Flru� srAsiuznnoN
<br /> 2. INSfALL PERIAIEfER SEDIMENT CONfROL Dtl10ES (SILT FENCE). CLEAR TREES AS B. EROSION PREVENTION PRACTICES Q � � • 7HE PERMREE (THE OWNER/DEVELOPER AND THE CONTRACTOR WHO
<br /> NECESSARY TO ALLOW INSTALLATION.
<br /> • THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STF21P5, ; upt£R p`, PROJE�ryCT P��11T FOR�CONSTRUCTIONDACTIVfTY�MUST ENSURE FlNAL STABILIZATION
<br /> J. INSTALL TREE PROTECTION FENCE HORIZONTAL SLOPE GRADING, AND O7}IER CONSTRUCTION PRACIICES THAT MINIMIZE
<br /> 4. CLEAR AND GRUB FOR STORMWATER PONO EROSION. THE LOCATION OF AREAS NOT TO BE OISTURBED MUST BE DELINEATED (E.G. LOCA II ON DAYS OF FlNAL STABIUZATION.�MiNAT10N AIUST BE SUBMITfED WITNIN 30
<br /> WfTH FLAGS, STAKES, SICNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SRE BEFORE
<br /> 5. CONSTRUCT 5TORMWATER POND WORK BECINS. COLIN DR e • FlNAI. STABIUZAiION CAN BE ACHIEVED IN ONE OF THE FOLLOWINC WAYS:
<br /> • ALL EXPOSED SOIL AREPS WITHIN 200 FEE7 OF A SURFACE WATER OR ANY STORMWATER �(' 1.) ALL SOIL DISTUR8ING ACTMTIES HAVE BEEN COAIPLETED AND MORE
<br /> 6. CONIINUE CLEMING AND GRUBBING CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE 5fABILIZED G THqN 70x OF THE SURFACE SfABIUZED WfTH UNIFORM PERENNIAL
<br /> WITHIN 7 DAYS (STEEPER THAN b:t SLOPES), 14 �AYS (10d TO 3d SLOPES), OR 21 VEGEfATNE COVER AND;
<br /> 7. STOCKPILE TOPSOIL FOR RE-USE DAYS (FLATTER hiAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL �0' A ALL DfTCHES ARE STA81L1ZED:
<br /> AREAS WRH A POSfiNE SLOPE TO A CURB AND GUTTER SYSTEM. STORM SEWER INLEf, B. ALL EROSION BMP'S (SUCH 0.5 SILT FENCE) MUST BE
<br /> 8. COMPLETE SITE CRADING DRAINAGE DRCH, OR OTHER SYS7EM 7HAT DISCHARGES TO A SURFACE WATER.
<br /> � � 116 C. ALLMS D MENT HPS BEEN CLEANED OUT FROM CONVEYANCES
<br /> 9. STABIUZE DENUDED AREAS AND STOCKPILES WfTHIN TIME PRAME USTED • THE NORMNL WETTEO PERIAIETER OF ANY DRAINAGE DfiCH MUST BE STABILRED WITHIN � AND SEDIMENTATION BASINS T11AT ARE TO BE USED AS
<br /> IN EROSION PREVENTION PRACTICES 200 UNEAL FEEf FROM THE PROPERTY EDGE. OR FROM THE POIM"OF DISCHARGE TO O Z PERMANFNT BhSINS. THE ClEM10UT OF PERMANENT BPSINS
<br /> PNY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATFR). � MUST BE SUFFlCIENT TO RENRN THE BASIN TO DESIGN
<br /> 10. INSTALL UT7LfT1ES, SfORM SEWER, STORM DRAIN INLET 'J � CAPACIfY.
<br /> PROTECTION, CURB de GUTTER, dc PAVING • PIPE OUTLEfS MUSf BE PROVIDEO WITFi TEMPORARY. OR PERMANENT ENERGY DISSIPATION 2.) FOR RESIDENTUL CONSTRUCTION, 1EAAPORARY EROSION PROTECTION
<br /> WRHIN 24 HOURS OF CONNECfiON TO A SURFACE WATER. L O C A TI O N M A P �D DOWNGRADE PERIMEfER CONfROL fOR INDIVIDUAI. LOTS MUST
<br /> 11. WHEN ALL CONSTRUCTION ACTNRY IS COMPLEfE AND THE SITE STABILIZED, BE CAMPLEfED AND THE RESIDENCE FiAS BEEN TRANSFERRED TO
<br /> REMOVE ACCUTAUUTED SEDIMENf FROM STORMWATER POND, REMOVE SEDIMENT THE HOMEOWNER. ADORIONALLY, THE PERMfTTEE MUST OISTRIBUTE
<br /> CONTROL BMP'S, AND RESEED ANY AREAS DI5fUR8ED BY THEIR REMOVAL. NO SCALE THE MPCA 'HOMEOWNER FACTSHEEf' TO THE HOMEOWNER.
<br /> Revisiona (�eb�ceRif�t6et tLie pl�n w peepued El me or mdv �9��' � � CMt PrapdNensA-acd4F DW�
<br /> us�: n��n�a . n.r�: n��aoa m,a�,o,���a�n.���,u�a eror�o� vchoell & Madson, �t1C. CREEKSIDE in ORONO, LLC. CREEKSIDE In o 2�o3/oa
<br /> 1 03�i Cit Commenb CB �Li,u,eer mder ttieTcie ot the state ot 16maota ��, _�, Engineering�Surveying•Planning oRONo, MN
<br /> Soil Testing •Environmentd Services 7177 MnROUETfE AVE. S., SUITE 2509
<br /> �� �` �'�"i°' ��� MINNEAPOLIS, MN 55403 g�p
<br /> e.�t c.r�t �� hoaeo war�eowwa aa.i ss�mrd ao-e«rnr.a�.no (si z) ssa-i as i
<br /> �� tz/oa/a �,po. �oisi i.�rr+e�a.�uze acwrx,►`ne.a.ssao-teoo STORMWATER POLLUTION
<br /> esz '�ae-xa-iwcas�sae-aoes c�sazeFoioe-+.wrosz)sao-ooea PREVENTION PLA � d 4
<br /> S7�Project Nnmber. B4098-001
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