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<br />APPLICATION DATES AND QUALITY STANDARDS FOR MULCH MATERIALS 71
<br />S QUALITY PRODUCTS APPLICATION DATES
<br />MULCH MATERIALS
<br />STRAW
<br />AIR® -.DRIED, FREE FROM UNDESIRABLE.
<br />2"-3'' THICK,
<br />SEED AND COARSE MATERIAL
<br />5 BALES PER 1000 SF
<br />OR 2-3 TONS PER ACRE
<br />WOOD FIBER CELLULOSE
<br />NO GROWTH INHIBITING FACTORS
<br />APPROX. 35 -45 LBS
<br />PER 1000 SF, OR
<br />1500 2000 LDS PER ACRE
<br />COMPOST
<br />-
<br />NO VISIBLE WATER OR. DUST DURING
<br />2" THICK, MIN., (APPROX. 100
<br />HANDLING. MUST BE PURCHASED
<br />TONS PER ACRE APPROX. 750
<br />FROM SUPPLIER WITH SOLID WASTE
<br />LBS PER CUBIC YARD)
<br />HANDLING PERMIT
<br />APPLICATION. MULCH MAY
<br />DISTURBED SURFACES THAT'WILL REMAIN
<br />UNWORKED FOR. MORE THAN 7 DAYS A
<br />THE WET: SEASON). ON DISTURBED. AREAS THAT,
<br />NEED :COVER MEASURES FOR LESS THAN 30 DAYS.
<br />¢
<br />?
<br />P
<br />rw
<br />�
<br />5
<br />t
<br />As, A COVER FOR SEED DURING
<br />£
<br />AND: DURING THE HOT SUMMER MONTHS. DURING
<br />z
<br />.THE WET SEASON, ON DISTURBED
<br />STEEPER THAN 3H:1V WITH MORE THAN 10 FEET
<br />RELIEF.OF VERTICAL
<br />F
<br />r•,.. •xuv . -_ ro ._v.ra., a .4.-
<br />MAINTENANCE: MULCH MUST BE INSPECTED
<br />REGULARLY AND MORE MULCH ADDED AS.
<br />!,
<br />NEEDED TO MAINTAIN THE , SUGGESTED
<br />APPLICATION RATE. ALL RIPS OR TEARS IN
<br />PLASTIC SHEETING SHALL �BE REPAIRED.
<br />,. IT
<br />NOTESPROPERLY OVERLAPPED AND WEIGHTED IN
<br />r'€t PLACE; SHEETING SHALL BE RED -LAPPED AND ;
<br />` WEIGHTS REPLACED AS NEEDED.
<br />LIMITS LA 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br />MARK W1 ORANGE X
<br />CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.. SIZE
<br />FLAGGING A AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,CONSTRUCTION SE
<br />BMP 1
<br />UTILITIES).
<br />j 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />`= I REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 1. PRIOR TO ANY CONSTRUCTION ACTIVITY,- THE CONTRACTOR
<br />THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION 13 COMPLETED AND SHALL SCHEDULE AND ATTEND A, PRE —CONSTRUCTION
<br />ON { I ` , TY L11 elm �` CONFERENCE WITH THE CITY OF EVERETT- INSPECTOR. SEE
<br />d' APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. (
<br />3, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE PERMIT FOR INSPECTION SCHEDULING INSTRUCTIONS.)
<br />CLEARLY FLAGGED 1IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
<br />CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS 2° INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS
<br />SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE INDICATED.CL
<br />APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />t 3. INSTALL ALL. SILT FENCE AND INLET PROTECTION.
<br />STOCKPILE;:'' 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
<br />SEENOTE I` WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO
<br />w` ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE.`�. CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION
<br />BMP 2 SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. ACCESS.
<br />TOPSOIL . THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR5. REMOVE EXISTING STRUCTURES, CLEAR, GRUB; AND GRADE FOR
<br />SEA "` ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC UTILITY CORRIDORS.
<br />HOUSE . EXFACILITIES SHALL BE UPGRADED A NEEDED FOR UNEXPECTED STORM EVENTS AND
<br />CONSTRUCTION f ' TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NOT LEAVE THE SITE < MAINTAIN EXISTING PERIMETER VEGETATION AND ADD
<br />COE m DET. 201 x 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE ADDITIONAL ROW OF SILT FENCING WHERE NECESSARY.
<br />SHE'®7 APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY
<br />BMP 1 05 AFTER STORM EVENTS 7. CONSTRUCT UTILITIES, AND CURB AND GUTTER PER APPROVED
<br />EX. HOUSE . 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A DESIGN PLANS.
<br />MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM
<br />I EVENT 8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE WITH
<br />Ld
<br />8° AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO THE MULCH DETAIL THIS SHEET.
<br />IMX-1ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE �y
<br />t LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT � EXCAVATE TO. SUBGRADE OF PERMEABLE ASPHALT SECTION �t
<br />- s}� I AND INSTALL PERMEABLE ASPHALT PER NOTE ON SHEET 3 OFLO
<br />" EX. HOUSE { �� I € € ,�' � � � FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />° . STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 6° _
<br />I CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
<br />.,. _ x ;, F -, 10. INSTALL SILT FENCE AT BACK OF CURS ALONG FRONTAGE TO
<br />{ f I i 44 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
<br />I I P PER ASPHALT.
<br />: rr d FOR THE DURATION OF THE PROJECT.
<br />PROTECT PERMEABLEgJU
<br />STD. `fig
<br />" ..4 _., r..' ID 10° THE CONTRACTOR SHALL PROVIDE PERIODIC STREET GLEANING TO REMOVE DEBRIS
<br />I 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS r -
<br />I r SEE AND SEDIMENT TRACKED OFF THE SITE° t�
<br />f �f _ MUST E STABILISED IN ACCORDANCE WITH THESE PLANS AND
<br />°11, APPRUPRIATE MEASURES SHALL B_ TAKEN TO STOP SEDIMENT FEN ROM TERING APPLICABLE MPS REMOVED.
<br />3 3 n I2 SURFACE WATER BODIES IF THE PROPOSED BMPS' FAIL,
<br />12 BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UN STABILIZED
<br />:. ___. - _ I 30; AND FOR NO
<br />FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRL
<br />>. 28 (. MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />ef
<br />rr
<br />,..:_3PERMANENT SEEDING
<br />t
<br />On-
<br />LU
<br />w. PERMANENT COVER BMP(HYDROSEEDIIGGENERAL I
<br />ip .
<br />ti BENCHMARK
<br />1I Al ; I EL=73.7J NOOEM
<br />_ CITY OF EVERTT
<br />r c� 1. CONSTRUCTION ION ACCEPTANCE. WILL BE
<br />STA - 7--2-0
<br />SUBJECT TO A WELL ESTABLISHED GROUND COVER tu
<br />N AVD
<br />r`' /y q/q: THAT FULFILLS THE REQUIREMENT OF THE
<br />✓' d-%€7 � ` r �/ N89q07,I0„J°"Y' E 663-
<br />s APPROVED CONSTRUCTION PLANS.
<br />..., ._ ..,-
<br />d ✓.... ., i r .. ; a .
<br />__.._.»., ..
<br />2 ALL DISTURB D AREAS SUCH AS DETENTION
<br />J � _>:zq:wM.9+FACILITIES, ROADWAY BACK —SLOPES ETC SHALL _
<br />. , :'� '• .-. r �"Y : «, r�� _ : s - - OVER
<br />� BE SEEDED WITH A PERENNIAL GROUND C
<br />, .:: .,, ;" w C , r,r� , �� GRASS TO MINIMIZE EROSION. GLASS SEEDING WILL
<br />z l ICE DONE USING AN APPROVED HYDROSEEDER OR
<br />f t
<br />HORIZONTAL SCALE AS OTHERWISE APPROVED BY TIDE CITY OF °
<br />_ ._ _ .
<br />_.__ _ w.............__
<br />_ _........ _ T
<br />pp�
<br />�= EVERE T
<br />,s <, "
<br />3. PREPARATION OF SURFACE: ALL AREAS TO
<br />BE SEEDED SHALL BE CULTIVATED TO THE
<br />SATISFACTION OF THE CITY INSPECTOR.THIS MAY WHN BE ACCOMPLISHED BY DISCINGRAKI ,
<br />HARROWING OR OTHER ACCEPTABLE MEANS.
<br />cn
<br />LL
<br />4. IMMEDIATELY FOLLOWING FINISH GRADING, ULI
<br />PERMANENT VEGETATION (CONSISTING OF RAPID, > > C) 0 W
<br />PERSISTENT AND LEGUME) WILL BE APPPLIED..
<br />TOPSOIL/STOCKPILE NOTE; NOTE(MINIMUM 80# PER ACME). THIS IS TO INCLUDE
<br />PILES ARE TO BE COVERED W PLASTIC THE FOLLOWING: 20% ANNUAL, PERENNIAL OR
<br />/ CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS ATs
<br />SHEETING WITHIN 24-HOURS> HYBRID RYE GRASS, 40% CREEPING RED FESCUE,
<br />ALL TIMES DURING CONSTRUCTION, DUST SUPPRESSION AND 40% WHITE CLOVER. HYDROSEED REQUIRED.
<br />STREET CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC
<br />CONTRACTOR TO INSTALL SILT FENCING WORKS INSPECTOR. WHERE NECESSARY ALONG PERIMETER. IF 5. FERTILIZER: SHALL BE APPLIED AT 400# PER
<br />VEGETATIVE BUFFER DOES NOT PROVIDE ACRE OF 10-=20-20 (10 LB. PER 1,100 SQUARE
<br />ADEQUATE PROTECTION. FEET) OR EQUIVALENT.
<br />PROD. NO. - DSN. BY:
<br />ims
<br />i(� 'jam 161109
<br />1' 3 3 i1 9 2/2/20
<br />FO
<br />Know b below. SCALE: 1 1a ®2'
<br />Call two businessDRAWING NO.
<br />days before you dig.2 10..
<br />SS19_010 OF:
<br />. - - -
<br />
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