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I I it \ \\ \ \ 1 a I � ; / x \ , � 1 1 \ • i \ 1 I I r \`� � \\;,,,,ti\ `.� it ll SW ROY ROGERS ROAD(C.R. N0.3150) MS'i + w I _ n -4 R i s ©©ee 6 emo • - o t1 3j ,- B # * 2 q . I FI _.- _ J i Cus] wlw.1. R ! S 5 f € ' k , i $ ' 1 � n ` F5i X04 & A 4 8 111 8 m O \ t1Er a I 4 ,, 1 9a s 1 I a t P p s G co w o m3 . ii q ?tw n < 7 r sz :,... 2 N J - v.� i P3 o f 71 t.� uifl ] r . -, f . . 3 \ D < s . N Z N t a N IJ)�' ` Z ° �I C u U k POLYGON AT WEST RIVER TERRACE 1200C EROSION AND SEDIMENT CONTROL PLAN TL 1801, 1500, 2900, 3000, 3200 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 8 W.M. CITY OF TIGARD �weit,Tie. WASHINGTON COUNTY, OREGON STANDARD EROSION AND SEDIMENT INSPECTION FREQUENCY: SHEET INDEX I I� IE P4 COMMON CONTROL PLAN DRAWING NOTES: SITECOON MINIMUM FREQUENCY l UU EROSION AND SEDIMENT CONTROL PLANS SW$CHOLLSFE'. `V'D. `1 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE E.C.P.FAILURE TO IMPLEMENT ANY OF THE CONTROL 1.ACTIVE PERIOD. DAILY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF IIIi�t ij MEASURES OR PRACTICES DESCRIBED IN THE ESOP IS A VIOLATION OF THE PERMIT.(SCHEDULE A ILA) FROM SNOWMELT,K OCCURRING.AT LEAST ONCE EVERY TWO EC1 COVER SHEET -r :,P����. POLYGON NW COMPANY 2. THE ESOP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SETE WEEKS,REGARDLESS OF WHETHER OR NOT RUNOFF IS EC2 EXISTING CONDITIONS AND DEMOLITION PLAN �.�,� CONDITIONS. DURING THE CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO COMPLY OCCURRING. EC3 EROSION AND SEDIMENT CONTROL PLAN 6'I�� WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. EC4 EROSION AND SEDIMENT CONTROL DETAILS if!i i11 (SCHEDULE A.B.C.II.11)(C II 2.PRIOR TO THE SITE BECOMING INACTIVE ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL 1 IE6 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESOP REVISIONS IS ONLY UNDER OR IN ANTICIPATION OF SITE MEASURES ARE IN WORKING ORDER.ANY NECESSARY III SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT.(SCHEDULE A.12.C.III) INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING PROJECT SITE .III III P a c i f i c 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE THE SITE. R AEI 111 ""III Community AREAS FROM BECOMING A SOURCE of EROSION.(SCHEDULE A BC.IL(1)(Op NARRATIVE DESCRIPTION: f @ 5. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND 3.INACTIVE PERIODS GREATER THAN ONCE EVERY TWO(2)WEEKS, - - a VIII EXISTING CONDITIONS _ 0 D e s i g n VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS FOURTEEN(14)CONSECUTIVE CALENDAR THE SITE AREA IS MOSTLY SUBURBAN RESIDENTIAL AND SOME AGRICULTURAL.THE TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSRNE AREAS(E.G., DAYS. SITE CURRENTLY HAS AGRICULTURAL USES,AN ABANDONED SINGLE FAMILY pO (® WETLANDS),AND OTHER AREAS TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS. (SCHEDULE 4.PERIODS DURING WHICH THE SITE IS IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A RESIDENCE AND MULTIPLE OUTBUILDINGS. m r8 A.B.C.1.111 B(2)) A I NIHAU INACCESSIBLE DIME TO INCLEMENT RELEVANT AND ACCESSIBLE DISCHARGE POINT OR 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.RE-VEGETATE OPEN DEVELOPED CONDITIONS a 1 NIA WEATHER. DOWNSTREAM LOCATION. GEODESIGN,INC AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF POLYGON AT WEST RIVER TERRACE INCLUDES PUBLIC INFRASTRUCTURE FOR 82 M st,\ VEGETATIVE SEED MIX USED.(SCHEDULE A.7.8.111(1)AND A.7.B.III(31I • HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR TO SINGLE FAMILY RESIDENTIAL LOTS.CONSTRUCTION TO INCLUDE STREET PAVING, 12.o$I 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN DISCUSS EROSION ANC SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS(SCHEDULE A.I.c.1.(3)) STORM DRAIN.SANITARY,AND WATER UTILITIES. Nom'I PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PUCE AND BE MAINTAINED,REPAIRED. • L. t REVISIONS ALL INSPECTIONS MUST BE MADE N ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF • INSPECTION LOGS MUST BE ICEPT RI ACCORDANCE WITH DEQS 1200 C PERMIT REQUIREMENTS. ,,,r DATE DESCRIPTION CONSTRUCTION,INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND • RETAIN A COPY OF THE EXP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON RE NATURE Of CONSTRUCTION ACTIVITY AID ESTIMATED TIME TABLE QUEST TO DEQ, CLEARING(7/15/2015 7/19/2015) SW BULL NOVAYA N•D. APPROPRIATE NON-S7ORMWATER POLLUTION CONTROLS. (SCHEDULE A.7.0.1 AND A.I.C) AGENT,OR THE LOCAL MUNICIPALITY,DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE I ,■■�„'''-; 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING MASS GRADING(7/20/2015-7/31/2015) CONCRETE WORK. (SCHEDULE A.B.C.1.16H CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION,(SCHEDULE UTILITY INSTALLATION(S/1/2015-11/2/2015) 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED B 2 al STREET CONSTRUCTION(I/1/2015-11/2/2015) VICINITY MAP AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE FINAL STABILIZATION(11/2/2015-11/6/2015) N.T.S. A.6.C.11.12)) THE PERMRTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.THIS ESCP AND GENERAL 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER NONSTORMWATER CONTROLS. (SCHEDULE TOTAL SITE AREA 19.01 ACRES A.I.C.i.(7)) CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 12000 PERMIT REQUIREMENTS.IN CASE 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BAPS SUCH AS:GRAVELED(OR Of DISCREPANCIES OR OMISSIONS.THE 12000 PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. TOTAL DISTURBED AREA-17.4 ACRES(INCLUDING OFFSITE AREAS) PAVED)EXITS AND PARKING AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE SITE SOIL.CLASSIFICATION: WASH.THESE BMPS MUST BE IN PUCE PRIOR TO 1.44141)-DISTURBING ACTIVITIES.(SCHEDULE A 7.D.11.(1) MCBEE SILTY CLAY LOAM AND A.8.C.1(4)) 1 ALOHA SILT LOAM _ 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS 7B-CASCADE SILT LOAM,3 TO 7 PERCENT SLOPES 1- r,````1 ON SITE.(SCHEDULE A.7.11 11.(311 14-COVE CLAY ` I1. USE NAPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE AND 16C-OELENA SILT LOAM,3 TO 12 PERCENT SLOPES - 1 - ,,,.s EQUIPMENT FUELING,MAINTENANCE,AND STORAGE;OTHER CLEANING AND MAINTENANCE ACTIVITIES; 30 SW RUSTIC VIEW LANE AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER 45A-WOODBURN SILT LOAM,0 TO 3 PERCDIT SLOPES -- ' 11 SPRINGS ,= ,9, C I V I L OILS FROM VEHICLES AND MACHINERY,AS WELL AS DEBRIS,LEFTOVER PAINTS,SOLVENTS,AND GLUES 458-WOODBURN SILT LOAM,3 TO 7 PERCENT SLOPES ��(SI pp�r FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.L(2)) BMP MATRIX FOR CONSTRUCTION PHASES 46F-XEROCHREPTS ARO HAPLOXEROLLS,VERY STEEP -- _ _ =_i $ 45'4601 c F F.Q* 14. UWLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL PREVENTION AND RESPONSE REFER TO DEQ GUIDANCE MANUAL FOR A - '� i f4'PROCEDURES,EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,WILL KITS ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED j_-<IN ALL VEHICLES,REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL DELIVERY COMPREHENSIVE LIST OF AVAILABLE BMP'S. FROM AN OFF SITE SOURCE AS APPROVED BY THE GEOTECHNICAL -- _ _ W. AND STORAGE CONTROLS,TRAINING AND SIGNAGE,AND COVERED STORAGE AREAS FOR WASTE AND ENGINEER. y" _, ur..nY 61REET FINK WET WEATHER f' i SUPPLIES.(SCH A L E.111.) o < `�•'t/; o ICL GRADING INSTALLATION 'RUCTION STABILMATIOi PCT.1•MAY 51sT 3 B, ,�pp,' 15. USE WATER,SOIL-BINDING AGENT OR OTHER OUST CONTROL TECHNIQUE AS NEEDED TO AVOID RECEIVING WATER ROOT = M I u 11t",A I I I 'x2 �C 'T'ty WIND-BLOWN SOIL(SCHEDULE A 7.8.11) EROSION PREVENTION PROPOSED SITE WILL DRAIN FROM A DETENTION POND TO THE u_-u SCMI A0. 16. THE APPLICATION RATE Of FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW .N• A1oI x • x EXISTING CREEK ON THE NORTH SIDE OF THE PROPERTY WHICH •‘41 r i SW JEAN LOUISE ROAD 10 cc NIA N M I I III I EXPIRES:JUNE 30,2016 MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE N.pINAIC rPslcAnoNS • DRAINS ULTIMATELY THE TUALATIN RIVER. sX .-----.-�1 I N r---� ' CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.5.111) PLASM PROJECT LOCATION: - 17. IF A STORMWATER TREATMENT SYSTEM(FOR EX AMPLE,ELECTRO-COAGULATION,FLOCCULATION, NAILING OUST Polygon at FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN OPERATION rE"Pd1"I^ > = N = = x SOUTHWEST OF THE INTERSECTION OF ( ` West River Terrace AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC,LOCATION OF SYSTEM.LOCATION OF INLET, _ SW SCROLLS FERRY RD.AND SW ROY ROGERS RD. A LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN OTHER:N AND mNTwaL TIGARD,OREGON. SITE MAP WOWINT FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM.OBTAIN PLAN APPROVAL BEFORE OPERATING WOWENT VENCE NN:BNIETExs x x • X - - X LATITUDE•45'251r N.T.S. THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO SEINIMENT NICE INrewa9 ix • LONGITUDE•122'5116' g MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.D( MY*MM. A • Construction Documents I1. TEMPORARILY STABILIZE SOILS AT THE ENO OF THE SHIFT BEFORE HOIJDAYS AND WEEKENDS.IF NEEDED. ••A` ATTENTION EXCAVATORS: LOCAL AGENCY-SPECIFIC EROSION 7 THE REGISTRANT 15 RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL INLET IMOTECTION -E E • e • _ TIMES OF THE YEAR.(SCHEDULE A 7.B) DE"A'�AO OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY CONTROL NOTES: IN AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BAPS WILIWENT TRAP NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 GI Ol HER: 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES Of THESE RULES FROM THE N ` INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT MEASURES.IN TO SURFACE WATERS.(SCHEDULE A 7.E.11.121) ,,c,„..,,,.....-4,0„,,,.....4„„,,,c. E - x - • • - • CENTER BY CALLING 503-2321987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS. COVER 20. CONSTRUCTION ACTIVITIES MUST AVOID OR MIN(MIIE EXCAVATION AND CREATION OF BARE GROUND n•x Ino�OIU,NI x x x x • YOU MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST TWO 2 PRIOR TO ANY LAND DISTURBING ACTMTY,THE BOUNDARIES OF THE CLEARING DURING WET WEATHER. (SCHEDULE A.7.A.11 wnTT NoTECroN BUSINESS GAYS,BEFORE COMMENCING AN EXCAVATION,CALL 503-246-6699. LIMITS,VEGETATED BUFFERS.AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN 21. SEDIMENT FENCE:REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND ol.. SHEET FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A9-C.1) DEVELOPER SHALL BE CLEARLY DELINEATED IN THE FIELD.DURING THE CONSTRUCTION 22. OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS):REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES OTHER: PERIOD.NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMIT.THE DEPTH ABOVE GROUND HEIGHT.AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.11) '°"^'O'N`•"x"'P` POLYGON OUST.LLC. OWNER/PERMITTEF MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE 23. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT •NN•EA Ew.wE • • 109 E.13TH ST.VANCOUVER,WA 98660 PROJECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE O BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED "V WNW NOWT ■ = X X PHONE 503.221.1920 FENCING. U O1=I MANTA N = = CONTACT:FRED GIST 3. PRIOR TO ANY LAND DISTURBING ACTIVITY,THE BMP'S THAT MUST BE INSTALLED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9,0.111 B IV) OS CONC�1E WAENOUI AAA • x = 24. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE aTHER: ARE A GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND 5' REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A INLET PROTECTION.THESE HESE B SlN APS MUST BE MAINTAINED FOR THE DURATION OF 1 RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANYN STREAMCLEANUPOFSEDIMENT _ PLANNING/ENGINEERING/SURVEY FIRM: THE PROJECT. SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED 71MEFRAME. 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER PACIFIC COMMUNITY DESIGN THAN SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST IL i 25. (SCHEDULE A.9.B.1) ' SIGNIFIES NAP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DKTIJRBIIIG ACTIVITY. i CONTACT:KC SCHWARTZKOPH,PE IDENTIFIED ON THE PLANS. 25. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. FAX:PHONE 503-941-9454 5 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. FAX:503-941-9N5 UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT 1ST SUBMITTAL DATE 6/24/2013 (SCHEDULE A.9.8.11) CONTROL BMP(E.G.FILTER BAG/. 26. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, PERMITTEE'S SITE INSPECTOR: U TEMPORARY SEEDING,OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR RATIONALE STATEMENT: 6. THE ESC PLAN MUST RL KEPT ON SITE.ALL MEASURES SHOWN ON THE PLAN MUST MORE. (SCHEDULE A.7.F.I) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMW)OPTIONS BASED OH OEQs GUIDANCE INSPECTOR: JEFF NELLINGS BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER 27. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTMTIES COMPANY/AGENCY: PACIFIC COMMUNITY DESIGN DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT NOT EFFECTIVELY PLAN.SOME OF THE ABOVE 7. THE ESC MEASURES CONDITIONS.011 THIS PLAN ARE A MINIMUM REQUIREMENT FOR CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIF1ElR,LOOSE STRAW,OR LISTED BMP)WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NO7 EFFECTIVELY MANAGE EROSION ALONE: 503'941'9464 ANTICIPATED SITE SHOWN HpI ON DURING THE ARE A INNIl UM REQUIREMENT PERIOD,THESE AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES OH THAT PORTION OF THE SITE. PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS,INCLUDING SOIL FAX: 503-941 9465 MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE (SCHEDULE A.7.F.I) CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER RELATED CONDITIONS.AS THE EMAIL: jHl9pxilic-cammun(Ry.com a LOCAL,STATE,AND FEDERAL EROSION CONTROL REGULATIONS.CHANGES TO THE 28. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL IODIOSED AREAS.CO NOT REMOVE TEMPORARY PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED. DESCRIPTION OF EXPERIENCE: APPROVED THE 1 PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION MAN TO SEDIMENT CONTROL PRACTISES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED S D AREAS ♦CONSTRUCTION SITE EROSION AND POLLUTION CONTROL LEAD(CESCLI. DEQ PER THE 1200 C PERMR ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS INITIAL: KCS CESCL CERTIFIED SINCE 2011. B. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE SAWS MUST BE USED wnKH BECOME STABILIZED,UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS.PROPERLY DISPOSE OF MAY INLLWE THE APMKA!ION O FINE WATER SPRAYING,MASTIC SHEETING, EC1 CONSTRUCTION MATERIALS AND WASTE,INCLUDING SEDIMENT RETAINED BY TEMPORARY BAPS. MULCHING,OR OTHER APPROVED MEASURES. (SCHEDULE A.7.8.11I(2(AND A.B.C.1111 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. 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Pacific IN { RE SCi OPX/pr STRONG rw ANN KEN USING NOWN 10'GRD R SPACING M All O RECKONS.A 1.06CINRallo BEDBENT LIOQ1 WATER. RIMIER 10001A�nox wv.Aroc- 4 0 sraAMC ON SIS spt I.AYIX?s 013101 M E M FEE • y.mN suns OI 0131•d 3 MIEN CT A 3c'90-BRCS TO fe1O11 wrtRV.SE[ Mv15.501CRTYRS SFECNIOrN5wS 2.STW010 OF MILS REQUIRED DPAEA 4 x CUM r1Fn a[EWDN OAF SFE PROTECT A CATCN BASK YOU MUST ON wMV1[w 4 a aIAU'wmt f VIM E11ND1 aTiWD USING(2) AM ES EROSION MAIMS •a OF IM 1a a i®met �pOR HAW.BAGS ANp THEY SHALL BE Community WES EP09011 PRE... S rla N•,• t4 Y woo STAKES OR APPROVED AAME�c•Wo%MA OWN_ i Mo EMMR Mu nwe.c.ND Dpw1 mom, OVERLAPPED BY B"- nwar.G O ORO ai OR O O Aro mLYL PER MG. ;:on N ...M._ e s i o on MATTING SLOPE INSTALLATION aeanVoitrirSevices PLASTIC SHEETING C1eeHWJAli savi(S OUT RIP RROAPCTION (1OaIW7�77$QVIDSs WATTLES ` INLET PTY T�CTION W a es PE DNAMNG NO.805 RrasRO 12-0S •.Ir••M•r•6a ORARING NO.010 M 4n to-M O- -s— RENSD DOH Drawing 620 REVISED 12-06 DRAMNG NO.B60 17_y •M�AIY+..r. 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