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APPLICATION RATES AND OUALITY STANDARDS FOR MULCH MATERIALS USE STAPLES OR WIRE
<br />RINGS TO ATTACH
<br />'TEE
<br />ULCH MA TERIALS QUALITY PRODUCTS APRICA PON RA TES WIRE.
<br />r
<br />STRA fix/ AIR-DPhc-n fPEE Pn I/AlDESIRASL9` 2,r " 7�L11°-,V-
<br />STAPLES OR IR
<br />RINGS. (TYPICAL�
<br />r ERAILWAY—
<br />��, UNa 1/'2 HEc 'Wlff BENT E
<br />SEED A, /D COARSE ; A TEPIAL
<br />-,3 VALES° PER 1000 SF
<br />OIL 2--J TONS' PER ACRE
<br />VF a q
<br />�
<br />3e68'53 X 0r OF CAtILCED 't,�^`O
<br />��ma ..
<br />a
<br />��Y �
<br />FILTE,��'/ FABRIC
<br />9.%1
<br />;fSs� eADJ
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<br />J�'�gd�q�4TEERI.AL
<br />2 9/V2 14 �.ly S°Y.< b'N. f.
<br />FOOD FIBER C LL(ILOSE
<br />CVO [POI �Tll I�VI�ISI TiIVC FACTOR
<br />APPRO 25-JO L S
<br />12" - 1 112" AS�IED g
<br />�
<br />P,EP 1000 SF, OR
<br />4
<br />ROCK" OR PEA G'RA VEL
<br />1000-1500 LDS PER ACRE
<br />�
<br />OR�aE AREA OVER 4Q�
<br />COMPOST
<br />O VISIBLE A TER OR DUST ,DURIMG
<br />'UST
<br />2THICK, MIN; (APPROX. 100
<br />�
<br />HANDLING ,DE PURCI'aASED
<br />TONS PER ACRE APf'RO� ADO
<br />4
<br />TRACT 999 �
<br />FROM SUPPLIER WITH SOLD WASTE
<br />L3S PER YARD)
<br />12 " x 8 P, TRENCHof 36
<br />HANDLING PERMIT
<br />i
<br />m. N:.
<br />',� Nj
<br />APPLICATION:
<br />:..
<br />MULCH MAY BE APPLIED:
<br />1 W o R N/
<br />NOTES°
<br />1. PLACE ' OF 3/4- - 1 1/ " WASHED ROCK OR PEA
<br />GRAVEL ON BOTH SIDES OF THE FENCE TO CREATE A
<br />BEVEL SHAPE.
<br />2. FABRIC SHALL COVER BOTTOM OF 12"X8" TRENCH
<br />AND EXTEND BEYOND THE LINTS OF THE GRAVEL IN
<br />ORDER TO MAINTAIN AN EXCESS OVERLAP OF 27 MINIMUM
<br />AS SHOWN.
<br />3. SPOIL FILES FROM .ADJACENT UTILITY CONSTRUCTION
<br />SHALL NOT BE PLACED AGAINST SILT FENCE.
<br />=" ON DISTURBEID vURFACES THAT �idLL REIcIAIN UN O KI-D FO MORE THAN S MAINTENANCEILT
<br />A'nON BARRIERS
<br />3 ..... _._\.."�,. (2 DAYS IN THE WET SEASON).
<br />r ` £' \ MM:� SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
<br />' ~ �` QD E - _...._._.. „ -_ �.."._ .. - ON DISTURBED AREAS THAT NEED COVER MEASURES FOR LESS THAN 30 DAYS. DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF
<br />r \ \ -ADAMAGED FENCE, END RUNS, AND UNDERCUTTING BENEATH FENCE. NECESSARY REPAIRS TO
<br />z - S A COVER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS.
<br />\ BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT
<br />DDRIN THE NET SEASON, ON DISTURBED SLOPES STEEPER THAN H:1'✓ DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE
<br />y - LEVEE. OF DEPOSITION REACHES APPROXIMATELY ONE -'HALF THE HEIGHT. OF THE BARRIER. Ali`(
<br />� f WITH MORE THAN a0 FEET OF VERTICAL RELIEF.
<br />h'; \ - ,w _ SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE FENCE BARRIER IS NO LONGER REQUIRED
<br />"All SHALL BE REMOVED AND REPLACED INdTPd SOD.
<br />�a —'��
<br />;d _ MULCH MUST BE INSPECTED REGULARLY AND MORE �3ILCd� ADDED AS NEEDED TO
<br />�s4- fTl S . �,,i�,.° , w _ _ - . 6 SILFENCE
<br />T
<br />co
<br />,' MAINTAIN THE SUGGESTED APPLICATION RATE. ALL RIPS OR TEARS IN PLASTIC SHEETING
<br />\ SIIA;LL BE REPAIRED, SIZE-TING SHALL BE CHECKED TO ENSURE IT IS PROPERLY PER CITY sT�. ��s;. 2c�5a
<br />\ \ `\�RINI 3: OVERLAPPED AND WEIGHTED IN PLACE; SHEETING SHALL BE RE- LAPPED AND WEIGHTS NOT TO SCALE
<br />REPLACED AS NEEDED.
<br />23
<br />MULCaptl
<br />p t(3 ��?s, ice""; CON, v ti
<br />:f4 Jv,w w PER CITY OF E°dERETT
<br />STORM OR WATER MANUAL
<br />EX
<br />f r 5,24) SF
<br />r\/ 116.0 i.C �
<br />.s a =. �`�` N ' E S t ' F ELEV.
<br />V • f Ri . k - -
<br />�
<br />i"Ir"- t."-,.'4
<br />FLOs••aW �% ,., �n r s f r
<br />T.E.S.C. LEGEND
<br />E w Rik, SILT FENCE PER COE STD DET 214-
<br />g. {
<br />LOT 5
<br />37,595 SF
<br />mA� ; , L, t F:su i CLEARING LIMITS PAR BMPC103
<br />43 { 4
<br />3 Sss B
<br />UMITS OF CLEMING/
<br />MARK /ORANGEFLAGGING l ;
<br />—. r
<br />P
<br />I ,
<br />HORIZONTAL SCALE
<br />INSTALL SILK
<br />SHED
<br />FENCE PER
<br />PET. .214
<br />. ;:.. .. z . _ NOTES STANDARD TESL NOTES
<br />\ " 1. THE CONTRACTOR 'SHALL PROVIDE PERIODIC STREET CLEANING
<br />`j F , �\ TO REMOVE ANY SEiDIMdENT TRACKED OFF THE SITE. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br />2; THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND
<br />YARD
<br />MAINTENANCE OF ALL INSTALLED EROSION AND SEDIMENT LOCATION OF ROADS, PIPES, RESTRdCTORS, CHANNELS, DETENTION FACILITIES, UTILITIES,
<br />.. CONTROL BMPs, ESPECIALLY AFTER STORMS. ETC.).
<br />l 3. APPROPRIATE MEASURE SHALL BE TAKEN TO STOP"
<br />T �L T= / %' ,/ SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED THE IMPLEMENTATION OF THESE ESC PLAINS AND THE CONSTRUCTION, MAINTENANCE,
<br />a r.. s e
<br />SEE NOTE SEE\NOTEr i ,F BMPs FAIL. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
<br />ti o {fi y, 4-. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE® AND
<br />YARD DRAIN ' `' AND/OR UN TA LII ED FOR NO MORE THAN 2 DABS FRQI� APPROVED AND VEGETATION AANDSCAPIN G IS ESTABLISHED.
<br />I '' 1 " Oe � s' -y / OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7
<br />' ` -
<br />E dF ' ; f a T DAYS FROM MAY 1 THROUGHSEPTEMPER 30. THE BOUNDARIES IDARIES OF THE CLEARING LIMITS SHOW\4 ON THIS FLAN SMALL BE CLEARLY
<br />_° -,;! FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD,C SINIL. ` E ,r ' 0 t r NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE
<br />" '91 CONST. ENT.
<br />FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION
<br />r OF CONSTRUCTION.
<br />I 1 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
<br />1 ' I ' INGRESS, EGRESS WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE
<br />I €
<br />UTILITY. ES M T THAT SEDIMENT AND SEDIMENT LADED WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />PARCEL A
<br />ROADWAYS OR VIOLATE APPLICABLE WATER STANDARDS.,
<br />THE ESC FACILITIES SHOWN ON THIS PLANT ARE THE MINIMUM REQUIREMENTS FOR
<br />I i i ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
<br />1 EXISTING SOIL VEGETATION NOTE:
<br />FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO
<br />ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DC NOT LEAVE THE SITE.
<br />THE SOIL ANALYSIS FOR THIS PROJECT
<br />...wµ- " .._ FOUND THE EXISTING SOILS TO BE THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR
<br />T. ESPERANCE SANDS. THE SITE IS
<br />_✓ r .," .� '" ' m A, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
<br />- _ w CONSISTS OF LAWN, LANDSCAPING, AN
<br />GIBSON PL.
<br />.m`f4 EXISTING GARAGE, SHED AND
<br />THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
<br />CONCRETE DRIVEWAY.
<br />s MINIMUM OF ONCE A MONTH OR WITHIN THE 4-S HOURS FOLLOWING A MAJOR STORM
<br />,,
<br />m..-" TOPSOIL/STt3CK PILE NOTE: EVENT.
<br />NO PARKING ,w .x w -_ s _ .".__". PILES ARE TO BE COVERED W/ AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
<br />F, PLASTIC SHEETING WITHIN 24 HOURS
<br />"._.s __ ;M WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL "'aw< r ww.- i - RI 1 , , PER BI�P C123: CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 'SEDIMENT
<br />J-
<br />- - ; .
<br />-- l I'J30 LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />I}ECORATIiSE YARD LIGHT CONTRACTOR
<br />TO INSTALL SILT FENCING
<br />--- I NoPARKING'W�ERE NECESSARY ALONG PERIMETER STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />IF VEGETATIVE BUFFER [DOES NOT CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
<br />PROVIDE ADEQUATE PROTECTION. MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
<br />FOR THE DURATION OF THE PROJECT.
<br />PERMANENT COVER BMP � HYDROSEEDING GENERAL
<br />E
<br />NOTES)
<br />1. CONSTRUCTION .ACCEPTANCE: WILL 13E
<br />SUBJECT TO A WELL ESTABLISHED GROUND COVER
<br />THAT FULFILLS THE REQUIREMENT OF THE
<br />APPROVED CONSTRUCTION ION PLANS.
<br />2. ALL 'DISTURBED AREAS SUCH AS DETENTION
<br />FACILITIES, ROADWAY BACK -SLOPES, ETC. SHALL
<br />BE SEEDED WITH A PERENNIAL GROUND _COVER
<br />GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL
<br />BE DONE USING AN APPROVED HYDROSEEDER OR
<br />AS OTHERWISE APPROVED BY THE CITY OF
<br />EVERET i .
<br />3. PREPARATION OF SURFACE: ALL AREAS TO BE
<br />SEEDED SHALL BE CULTIVATED TO THE
<br />SATISFACTION OF THE CITY INSPECTOR. THIS MAY
<br />BE ACCOMPLISHED BY DISQING, RAKING, HARROWING
<br />OR OTHER ACCEPTABLE MEANS.
<br />4. IMMEDIATELY FOLLOWING FINISH GRADING,
<br />PERMANENT VEGETATION (CONSISTING OF RAPID,
<br />PERSISTENT AND LEGUME) WILL BE APPLIED.
<br />(MINIMUM 80 PER ACRE). THIS IS TO INCLUDE THE
<br />FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID
<br />RYE GRASS, 4.0 CREEPING RED FESCUE, 4.0
<br />WHITE CLOVER. HYDROSEED REQUIRED,
<br />. FERTILIZER: SHALL BE APPLIED AT 400# PER
<br />ACRE OF 10-20-- 20 (10 LB. PER 1,100 SQUARE
<br />FEET) OR EQUIVALENT.
<br />PERMANENT SEEDING. —
<br />PER CITY OR EVERETT
<br />STORM WATER MANUAL
<br />2-3.5 BMP E1.35
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