6133 LAKE CHAPLAIN RD 2024 Plans 2025-08-19

APPROVED Office d Community,Planning&Economic Development PLANNING DEPARTMENT NAME: Jessica Jarvi Permit#: PW2408-002 DATE: 1112612024 _ Site Address: 6133 Lake Chaplain Rd TESC NOTES: // � \\� ��^ / I \ I / Owner: CI Of Everett PUbIIC Works 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES \ / NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE SITE ADDRESS:APPROX.6133 LAKE CHAPLAIN ROAD,EVERETT WA 98201 Please also specify outlet protection- /// / -�, \ \� /--/ I / / \\ I I \ I 1 I / Description: Construct a gravel spur road and DESIGN(E.G.,SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS, NAME OF OWNER/APPLICANT:CITY OF EVERETT per DCSS 4-2.4(3)(missed i J PROVIDE RIPRAP INLET PROTECTION / -- I 1 turnaround area -- CHANNELS,RETENTION FACILITIES,UTILITIES). PARCEL NUMBER:29072500400400 commenting on this in the fi 4 '//�PER DOSS TABLE 4-2.1 / -/ / l round). /j/ ,/// \ \ 12+00 _ 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, PROJECT DESCRIPTION:CONSTRUCT A GRAVEL SPUR ROAD AND /j// /\\ \ �� -- 12+16 --- I I I \ \ 1 / / e MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES TURNAROUND AREA TO ALLOW UNLOADING OF SPOILS FROM THE CITY'S //j/ \ j j\��- I / /" / / \ \ I / \ I I \ I I I / / EVERETT City of Everett Permit Services IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL WATER FILTRATION PLANT TO THE LANDFILL AREA(HIGHLIGHTED YELLOW) / / / ,/ \ \ \ I �\ I \ 1 I / CONSTRUCTION IS COMPLETED AND APPROVED AND \ - =7 --1 I I I II I 1 \ 1 I // / By Review Discipline,plCe Public Works COMPLIANCE VEGETATION/LANDSCAPING IS ESTABLISHED. Reviewer:THerman 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE \, Date:11/2612024 CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE 18"PE CULVERT 40LF @ 5.11% Review Status:Approved for Permit CLEARING CONSTRUCTION LIMITS SHALL BEEOPERMIT-FED.D HE F FLAGGING SHALL FLAGGED \ \ WATTLES— � \ / Approved as Noted MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF \ \ \ HIGH-VISIBILITY. / CONSTRUCTION. IBMPC235 1 V A 1 I'•. E Q�vv BMPC103 CLEAR AND GRUB \V AAA V -_- �> VA l I I I \ I 11 I\ I / / 4. THE ESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED IN / CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH IGRADEROAD AT 1'• .•\ \ \\\ _ \ \ \ I I 1 I ( / A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER I I 1 \`.A- L RE SI SEED WITH/GRASS J\\\\\\\ - \ I\ / // DO NOT ENTERTHE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE r I.i(y MAX.MAX.2%CROSS \\ _> SCALE / / I I SLOPE = I \ \ AND MULCH USING \\\\\\ J I /) / // APPLICABLE WATER QUALITY STANDARDS. I Z I A V oot STRAW FOR SOIL AvVAV11 -_--�� =" _/ 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM f"', / / l / / I A I 1 A �1 STABILIZATION. AMEND \NOVA ------ - ____ REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE 40 20 0 FEET 40 80 11111j111A /� / ! 1112'WIDE GRAVE SPUR \\ \\': `t,A SOILSASNEEDED PER )1AVA _ < - _--_ CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS lI I II I I I ROAD-2598 SQ.FT. �\V A \,� BMP T5.13 AND COE STD IIIIII// �� - j\> 1 I ( /��/�1�1�� \_ � NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT IIIIIIIIIIIL� �� I I V A I \ I 1 A t DWG5202 AND�OR 203. Illllllll _�A \�� I L (-I L I / / I t_ A A V '\ �__�� SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. EDGE OF DAYLIGHT LINE\V ;. l -� �\� _ �� A A 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY Please u date the full dispersion/green i � _ - -- -_--_-- p I IIIII I VVA A \ % V A .�TST i IIII _ VA _ - �� —_ _ - THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED hatch area t0 ShOW that there WIII be the i I I L= �-/A\�A� v A I \ V A V A \- 1 I I I I I I-__i A A� _ -3_- - AA _- _ -- -_ --_ FUNCTIONING,ESPECIALLY AFTER STORM EVENTS. min.required downstream flow path of IIIL-� ��,nA\\Vv �v �V A \ V A \: ass !III cv-- A�_�; ��- �vAV A Z \ TURNAROUND 100 ft.from She entire length Of She graVEa IIIIII III I _ ;�� A v \ V BMP T5.30 A\ \V V A f �— - AREA =__ �__ --� ,Ax — _ ___—__ 7 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND access road. IIII I -�� AVA v v� V�V - FULL DISPERSION AREA V A AID -- �23985Q.FT. 7� ��\VAV�� -'�� - -_-_� MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS 32486.45E V -- __----�/ - AAv��v�� v A-- FOLLOWING A MAJOR STORM EVENT. o� a _ - ii�=��-�� - I 25 __ _ v _ - - _ _-_ -_ 8. APPROPRIATE MEASURES SHALL BETAKEN TO STOP SEDIMENT FROM VAAA\VA\V ) •• �-- /----------- -- � �A AA�� _ _ A Q�VAV ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.IF BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE,IMMEDIATELY VAVA\VI\\ l/ 1 --��V I 6_-Z3%Y NOTIFYYOUR PUBLICWORKS INSPECTOR. - Z= _= _� v / / // ---- _ / - AVA��;�� ��c„� 9. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR illlll---_- UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBERITHROUGH _---��'� ///^A�y\y�V�V�VAA VA- VAAIA�A / / �� --�� yVA ---� �- - APRIL 30 AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH /l __ __ _ �_� SEPTEMBER 30. -_ - �A\�A ---- �_ �,�/.-�_______ _- _-_-=—__��________- ____-- �_�3� �� I r��_�v ��A VA`-- A '--_----- 10. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE �VOC ��A�� - - RETAINED ON SITE OR READILY AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. __--__-_-_-- I - -- _ �A / ��vOvp V A V - __ 11. DESIGN,INSTALL,IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION vvvv vv _-- �y ��A / ��pV�A�\ PREVENTION MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS. X�� _-- __ A v AAv v A vvv v �A A ZS ^ TESC ELEMENTS 1p9'�� ELEMENT#1:PRESERVE VEGETATION/MARK CLEARING LIMITS /A�Av� ��v�A�� ll�-----__-� AVAA�� -BMP C103:HIGH-VISIBILITY FENCE A AVA�V��A�� II`--__ __��-��///%�///!/•��VVA�AVVAVA �A�AA�� vv��, �;c`_-,_��_�."��'��.�1s-��.�� ,l�.��. oh,ky l oejp� Z _----_ ELEMENT#2:ESTABLISH CONSTRUCTION ACCESS -BMP C107:CONSTRUCTION ROAD/PARKING AREA STABILIZATION�-�A V j 0.479 y�� a Z�� vQ�� vpvvJi-�A� -__- (!,`f �j �t \ � ��v Q✓ ELEMENT#3:CONTROL FLOW RATES A A A A �� I 'i4✓J v v A A\\_---- ' z�� A\ -1 J / '\ V Vv�� I V A� --_ _ -BMP C235:WATTLES Please Update t0"Not Applicable". - ELEMENT#4:INSTALL SEDIMENT CONTROLS�� x\ � VAv� v � -BMP C235:WATTLES VA ZE SOILS ELEMENT#S:-BMP 120:TE -BMP TEMPORARY AND PERMANENT SEEDING -BMP C321:MULCHING m LAKE CHAPLAIN SHORELINE _------__-_-__--_- / -" j ELEMENT#6:PROTECT SLOPES -NOT APPLICABLE ELEMENT#7:PROTECT DRAIN INLETS PLAN ri -NOT APPLICABLE ZI SCALE: 1 40' ELEMENT#8:STABILIZE CHANNELS AND OUTLETS v GENERAL NOTES: -NOTAPPLICABLE w d 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR 760 760 756 756 LEGEND m PUT INTO USE UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY -ROAD ELEMENT#9:CONTROL POLLUTANTS m N THE CITY OF EVERETT. -NOT APPLICABLE ^t LANDFILL AREA m d 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT ELEMENT#10:CONTROL DEWATERING a 3 DESIGN ANDCONSTRUCTION STANDS AND SPECIFICATIONS AND THE TURNAROUND AREA -NOT APPLICABLE w WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND 756 756 752 752 Q MUNICIPAL CONSTRUCTION(CURRENT EDITION). CLEARING/GRUBBING AREA ELEMENT#11:MAINTAIN BMPS °C -0.06% 12"MIN. EPTH 0 -BMP C150:MATERIALS ON HAND Q 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED w 125% 1.40% - -3.8 LU w LU FULL DISPERSION AREA a FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE LU 8% \ w w w ELEMENT#12:MANAGE THE PROJECT a CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS -BMP C150:MATERIALS ON HAND N N AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF 752 •2•Iyo 752 748 748 -BMP C152:SCHEDULING m Q CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE i CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY 406 0 18"PE PIPE 40LF @ 5.11% ELEMENT#13:PROTECT LID BMPS N > CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR STARTINV.746.82 -NOT APPLICABLE o v TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.E END INV.748.88 C 4. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITY 748 ........ 748 744 744 ADOPTED STORMWATER MANAGEMENT MANUAL,POLICIES AND 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 9+60 10+00 10+40 10+80 11+20 11+60 w i CRITERIA SET FORTH INN THE CITY OF EVERETT'S DESIGN AND CONSTRUCTION STANDARDS&SPECIFICATIONS. ROAD PROFILE CULVERT PROFILE a ov a M SCALE: LORE: 1"=40' SCALE: HORZ: 1"=40' VERT: 1"=4' VERT: 1 4' EVERETT Everett, Cedar Street Everett WA 98201 ROAD PLAN PUBLIC WORKS 425.257.8800 everettwo.gov