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<br />EX. "Et WALL EMERALD VILLAGE SILT FENCE NOTE:
<br />'T (TBR) L AFT 199910295002 X, X SIL T FENCE SHALL BE INSTALLED ALONG
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<br />--------- SHEETING WITHIN 24 HOURS, BMP C123
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<br />APPLICATION RATES AND QUALITY STANDARDS FOR MULCH MATERIALS
<br />MULCH MATERIALS QUALITY PRODUCTS APPLICATION RATES
<br />STRAW
<br />AIR-DRIED; FREE FROM UNDESIRABLE
<br />2"-33" 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 LBS PER ACRE
<br />COMPOST
<br />NO VISIBLE WATER OR DUST DURING
<br />2 THICK, HICK, 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 />APPLICKHON: MULCH MAY BE APPLIED: ON DISTURBED SURFACES THAT WILL REMAIN
<br />I , JNWORKED FOR MORE THAN 7 DAYS (2 DAYS IN THE WE 1- SEASON). ON DISTURBED
<br />AREAS THAT NEED COVER MEASURES FOR LESS THAN 30 DAYS, AS A COVER FOR SEED
<br />DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. DURING THE WET
<br />SEASON, ON DISTURBED SLOPES STEEPER THAN 3H:1V WITH MORE THAN 10 FEET OF
<br />VERTICAL RELIEF.
<br />MAINTENANCE: MULCH MUST BE INSPECTED REGULARL)l AND MORE MULCH ADDED AS
<br />NEEDED TO MAINTAIN THE SUGGESTED APPLICATION RATE. ALL RIPS OR TEARS IN
<br />PLASTIC SHEETING SHALL BE REPAIRED. SHEETING SHALL BE CHECKED TO ENSURE IT
<br />IS PROPERLY OVERLAPPED AND WEIGHTED IN PLACE, SHEETING SHALL BE RE -LAPPED
<br />AND WEIGHTS REPLACED AS NEEDED.
<br />MULCH
<br />PER SWMMWW
<br />BMP C121
<br />PERMANENT SEEDING
<br />PERMANENT COVER BMP (HYDROSEEDING GENERAL NOTES)
<br />1. CONSTRUCTION ACCEPTANCE: WILL BE SUBJECT TO A WELL
<br />ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE
<br />APPROVED CONSTRUCTION PLANS,
<br />2. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES, ROADWAY
<br />BACK -SLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND
<br />COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE
<br />USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY
<br />THE CITY OF EVERETT.
<br />3. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE
<br />CULTIVATED TO THE SATISFACTION OF THE CITY INSPECTOR, THIS MAY
<br />BE ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER
<br />ACCEPTABLE MEANS.
<br />4, IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION
<br />(CONSISTING OF RAPID, PERSISTENT AND LEGUME) WILL BE APPPLIED.
<br />(MINIMUM 80# PER ACRE). THIS IS TO INCLUDE THE FOLLOWING: 20%
<br />ANNUAL, PERENNIAL OR HYBRID RYE GRASS, 40% CREEPING RED FESCUE,
<br />40% WHITE CLOVER. HYDROSEED REQUIRED.
<br />5. FERTILIZER: SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20
<br />(10 LB. PER 1,100 SQUARE FEET) OR EQUIVALENT,
<br />EROSION & -aEDIM ENIAT 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br />CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE
<br />AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
<br />UTILITIES),
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />.REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
<br />THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND
<br />APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
<br />CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
<br />CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS
<br />SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br />APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
<br />WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO
<br />ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE
<br />SYSTEM, ROADWAYS, OR VIOLA71E APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
<br />FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
<br />TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />& THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY
<br />AFTER STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
<br />MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM
<br />EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br />ACCUMULATE WITHIN A TRAPPED CATICH BASIN. ALL CATCH BASINS AND CONVEYANCE
<br />LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
<br />FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />9, STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT, ADDITIONAL
<br />MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
<br />FOR THE DURATION OF THE PROJECT.
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS
<br />AND SEDIMENT TRACKED OFF THE SITE.
<br />11 . APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING
<br />SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12, BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED
<br />FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO
<br />MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />CONSTRUQTlOt4 S OLJE� CE
<br />1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR
<br />SHALL SCHEDULE AND ATTEND A PRE� CONSTRUCTION
<br />CONFERENCE WITH THE CITY OF EVERETT INSPECTOR. (CITY
<br />OF EVERETT PLANNING SHALL BE INCLUDED IN THE MEETING.)
<br />2. INSTALL ORANGE PLASTIC CLEARING LIMIT FENCING AS
<br />INDICATED.
<br />3� INSTALL ALL SILT FENCE AND INLET PROTECTION.
<br />4. CLEAR FOR AND CONSTRUCT THE TEMPORARY CONSTRUCTION
<br />ACCESS STABILIZATION TO GRADE.
<br />5, CLEAR, GRUB, AND GRADE FOR UTILITY CORRIDORS.
<br />6. MAINTAIN EXISTING PERIMETER VEGETATION AND ADD
<br />ADDITIONAL ROW OF SILT FENCING WHERE NECESSARY.
<br />7. CONSTRUCT UTILITIES, PAVING & DRIVEWAY CUTS PER
<br />APPROVED DESIGN PLANS.
<br />8. APPLY MULCH TO UNCOVERED AREAS IN ACCORDANCE Wiffl-I
<br />THE MULCH DETAIL THIS SHEET,
<br />10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS
<br />MUST BE STABILIZED IN ACCORDANCE WITH THESE PLANS AND
<br />APPLICABLE BMP'S REMOVED.
<br />T.E.S.C. LEGEND
<br />-X- SILT FENCE PER COE STD DWG 214
<br />CLEARING LIMITS PER BMP C103
<br />CONSTRUCTION ACCESS
<br />PER COE STD DWG 201
<br />STORM DRAIN INLET PROTECTION
<br />PER COE STD DWG 210
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