2915 36TH ST 2016 Plans 2022-12-07

A PORTION OF THE NE 1/4 & SE 1/4 OF SECTION 29, T 29 N, R5 E, WM !� ' � 32' o i ' % �' � � 5 ri � i � � � � � I 3 ; ',: � SI TE � / W ; � � -�-- 5 > ,, i � � CALL I � �w � � �� � �� 3 n� 2 BUSINESS DAi S N O RT H � I � } � �! � _ � ` BEFORE YOU D G W � � Q z , ! J Z FOR UTILITY LOCATE � � �' O ;^„,, , ,,�v, _ _ � 811 0 2s 5o t oo � � sn-� o, i � ' � � � � � � , L- / -;ti, � - � 4j � io v� �/� � �� 2 0`�%�a `'� � j � , � -- � `- % i � � � ; �,�/ �� 2� �, ��l(J)� E ,` SCALE: 1 =50 4 � z J z / l. �V � � `/ � � f „ � l '. � � �// :,�� _ _ � �� _ O � �:� ' � �i � � �� Q °`� M � � �� r� A WPPP . �4 " �', ��' 3s� V J ��, � � , ,: j/ �;, STORMWATER POLLUTION PREVENTION PL N (S ) '� 4 Ro � Z W U Z �� , �� . -- ,. _� �� ;'� �� i�ARC.�L # � � �� \, THE FOLLOWING DESCRIBES HOW THE CONSTRUC110N SWPPP ADDRESSES EACH OF THE �� : TM � O � J � J ��/ � `, , '05290010320C' �J '� 12 REQUIRED ELEMENTS. REFER TO THESE PLANS FOR DRAWINGS OF THE PROJECT, I I � � �� I; (n � � (' � � =�� ROSION AND SEDIMENT CONTROL / VICINITY MAP SITE MAP CONVEYANCE SYSTEMS, E �`° � 2 � ti�--� _ i , , ,. ; O C� � p Z 8�� b 3 �ji - .._ � ` MEASURES, AND EROSION AND SEDIMENT CONTROL DETAILS. � 5�-.�TH 32 i__ � �/ Z = /� // � 2��(' . , , j � \ � i � � � � �/ "` '�� , � ELEMENT �1: PRESERVE VEGETATION/MARK CLEARING LIMITS -�47� .�� }. / I W LL � J Q � � 2 � /,d . �, � � D� ,� /��; ; � � � NO BMP S PROPOSED � � ! I i4a7�t.. - �" W Q W � . , / . � O � � � � '%'�� --� �� I �' ELEMENT �2: ESTABLISH CONSTRUC110N ACCESS V I C I N ITY MAP � � " � � _ � F- �C � � / �;-' � � � BMP C105: STABILIZED CONSTRUCTION ENTRANCE SCALE: 1� - 2000' ~ �"' // � , �, p Q � a w ' i= � \ � � cv F FM NT �3: CONTROL FLOW RATES I- � '3�``� /' " " 9; I i NO CHANGE IN FLOW RATES ANTICIPATED. NO ADDITIONAL BMPs PROPOSED. �' � C� W W �2 ��'� � � �� -- \`�� NT 4: IN T SE IM N � DEVELOPMENT DATA: W o > �j`.:, --�.�____ N \ FI FMF � S ALL D E T CONTRO S � (L /-.- -�:/ � i��,; � i� i � BMP C233: SILT FENCE APPUCANT �' � � �� ' � ` � � � I � M NT TABW E SOIL � � � �;�'`. / TO RADE � \ i � �LE E �5: S Z S DELTA TIDELANDS, LLC a , , � ,., , RAISE G , ,` � � ` I BMP C120: TEMPORARY AND PERMANENT SEEDING EVERETT, WASHINGTON � O Q _ S�< " _ _ _ ; � � � � � CONTACT: CJ EBERT Q. ELEMENT �6: PROTECT SLOPES � �- e � "� "��;�,�%' r � „� � � ! � NO SIGNIFICANT SLOPES KNOWN ON-SITE PH: 425-258-9366 � � � � i i c� � � � ' ! I �SF � �` ��v �� I �,, ` �� i ELEMENT �7: PROTECT DRAIN INLETS POLYGON NORTHWEST :� � � � ' � I I I ' NO BMP'S PROPOSED 11624 SE 5TH STREET, SUITE 200 � I � � �;� I � BELLEWE, WASHINGTON . / i �� ; i i /` ELEMENT �8: STABILIZE CHANNELS ANO OUTLETS PH: 425-586-7700 BUILDING � % � � NO KNOWN CHANNELS OF OUTLETS ON S1TE TO STABILIZE %�� I� �A� �' I ; i LEGEND: ENGINEER / SURVEYOR � �`�' �-� � i �~ � i � ELEMENT �9: CONTROL POLLUTANTS � � � i � �'+ � I I � � SITE NO CONTAMINATED MATERIALS WILL BE DELIVERED ONSITE. CONTAMINATED SURFACES DAVID EVANS & ASSOCIATES, INC � � '�,�� l � ; � EX CONTOUR j WILL BE CLEANED IMMEDIATELY FOLLOWING ANY SPILL ACCIDENT. 1620 W MARINE VIEW DRIVE SUITE 200 _ 1, � � � � 1 I I -� � LIMIT OF WORK EVERETT, WASHINGTON 98201 Ov _ S� ELEMENT �10: CONTROL DEWATERING � �� � �cYi � `" ' DEWATERING IS NOT ANTICIPATED, BUT IF DEWATERING OF TRENCHES AND/OR CONTACT: JACK MOLVER, PE 'b � a ,;� � cU � � PH: 425 405-1504 . o � ;, � � � � � / t EXCAVATIONS IS NEEDED IT WILL BE COMPLETED UNDER iNE DIRECT SUPERVISION OF E-MAIL: jnm@deainc.com �. - � N � � � I ___ `_,�� ,-' � ! THE PROJECT CESCL. g rv � � -- �� --�-�=` � � I � CESCL '.�i' P ' �' � �� LEMENT �11: MAINTAIN BMPs t�.�,� �O I o M �I � , LIMIT OF WORI'�='' ` i 1. INSPECT EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH NICKI SPRY, KLB CONSTRUCTION � ~ z � ; � I J RUNOFF EVENT. MAKE NECESSARY REPAIRS AND MAINTENANCE TO ENSURE _ _ n ' ' � CONTINUED PERFORMANCE OF EROSION AND SEDIMENT CONTROLS. PH: 425 355 7335 I � ; ! �, ! � E—MAIL: NICKISC�KLBCONSTRUC110N.COM � � `i � N i`� � � � � � j 2. WHEN SEDIMENT ACCUMULATION IN SEDIMENTATION STRUCTURES, OTHER THAN � INLET PROTEC110N DEVICES, HAS REACHED A POINT ONE-THIRD DEPTH OF ;� � ._ j �~ I SEDIMENT STRUCTURE OR DEVICE, OR IF FLOW THROUGH THE DEVICE IS REDUCED S ITE B E N CH MARK. � . °n00020000C� i-: ,�`� �� BY MORE THAN ONE-THIRD CAPACITY, THE CONTRACTOR SHALL REMOVE AND CITY OF EVERETT CONTROL STATION "INCA 9", A 3" � � � .,.-;�,-,,,,,�,,,. - � , REPLACE DISPOSABLE DEVICES OR CLEAN AND DISPOSE OF SEDIMENT. BRASS DISK INSIDE A MONUMENT CASE LOCATED AT �j o d- , , i THE INTERSECTION OF 36TH STREET AND SMITH AVENUE. Z N M � � � PROPOSED CONTOUR , � j 3. TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE REMOVED WITHIN - � , � co I � \ ` ! � � 30 DAYS AF T E R FINAL S I T E S T A B I L I Z A T I O N I S A C H I E V E D O R A F T E R T H E E L E V A T I O N: 6 7.6 5 F E E T � N 3 � N � `� � , pg ' . ` I � ' TEMPORARY BMPs ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE W c� � � ,� �' O -'1 / I � i ; R E M O V E D O R S T A B I L I Z E D O N S I T E. D I S T U R B E D S O I L S S H A L L B E P E R M A N E N T L Y Z � � o o � �' , � �� _ I" � � , ; ,� sTAewzEo. VERTICAL DATUM: Q �- o o � � 'I � \ I � _. DATUM� CONVERSION FOR PROJECT: , a a� � � �\ ', � � ELEMENT �12: MANAGE THE PROJECT W � 3 c � � •.\ ,� � �\ �� _ ;' 1. PHASING OF CONSTRUCT10N: _ (� � � � � � � � � v a DEVELOPMENT PROJECTS SHALL BE PHASED WHERE FEASIBLE IN ORDER TO NAVD 88 (-) NGVD 29 3.64 feet ,,, � . Q c� � � ' \ \�� `�`�' `� > P R E V E N T, T O T H E M A X i M U M E X T E N T P R A C T I C A B L E, T H E T R A N S P O R T O F ,��p� � r�G 1 Otv1Ml%, ' i � � � � � / \ ,� , � � , ENT � � .. p � � .-� -�/ , ; SEDIMENT FROM THE DEVELOPMENT SITE DURING CONSTRUCTION. REVEGETATION V co � o g!� � �� c�� ` � ' '�� j OF EXPOSED AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BE AN a � � � a Z � �� \ �� 0� � C E � // i %�/ INTEGRAL PART OF THE CLEARING ACTIVITIES FOR ANY PHASE. t ''` � � � � J�, � Q ? uj " ,' � �� - ! � b) CLEARING AND GRADING ACTIVITIES FOR DEVELOPMENTS SHALL PMENTRPLAN D , � � � � � O � o t�`` �__,-�-_ _ - - - ��- "`� - " ` � = __ ,� �--� ONLY IF CONDUCTED PURSUANT TO AN APPROVED S TE DEVELO STANDARD PRACTICE CODING SYSTFM � � -- ---- �-8� ``�� 9C-- __= " __ -___--, - - _^ ____ __ 1`" -- " ' (e.g., SUBDIVISION APPROVAL) THAT ESTABLISHES APPROVED AREAS OF Q - -- 82 �g- --=-��%%�€ _ — _ -�_- � -- -_ CLEARING, GRADING, CUTTING AND FILLING. WHEN ESTABLISHING THESE CONTRACTOR TO INSTALL AND MAINTAIN ALL EROSI�I CONTROL BMP'S 0 - � � ---'---- '' PERMITTED CLEARING AND GRADING AREAS, CONSIDERAl10N SHOULD BE GIVEN AS SHOWN ON TNIS PLAN IN ACCORDANCE NATH DEPARTMENT OF � � , TO MINIMIZING REMOVAL OF EXISTING TREES AND MINIMIZING DISTURBANCE AND ECOLOGY STORMWATER POLLU170N PREVENTION REQUIREMENTS. IF eMP � �--_ - -- -- COMPACTION OF NATIVE SOILS EXCEPT AS NEEDED FOR BUILDING PURPOSES. INSTAIIATION AND MAINTENANCE IS INADEQUATE TO MEET THESE THESE PERMITTED CLEARiNG AND GRADING AREAS AND ANY OTHER AREAS REQUIREMENTS CONTRACTOR TO PROVIDE ADDITIONAL BMP'S AT NO ----��. "PVC - ---- - - - -- - -_______ ADDI110NAL COST TO OWNER. �� SS 12"�V�— - - �;- ;� - - REQUIRED TO PRESERVE GRITICAL OR SENSITIVE AREAS BUFFERS NATIVE ----- , U , . �U�LiC b'��RKS DEPA��` REVISIONS: APPD. �_ GROWTH PROTECTION EASEMENTS, OR TREE RETENTION AREAS AS MAY BE CODE BMPs SS 6 D P -- REQUIRED BY LOCAL JURISDICTIONS, SHALL BE DELINEATED ON THE SITE PLANS �,Y� �--�---_.._ :,r-. . - � _ W 8"CI_ _ � _ ,� � SS �" AND THE DEVELOPMENT SITE. / �a �'� a, -�� , , ; �' �?;�� — ____ -; --------__ �, \� _ SF SILT FENCE (D.O.E. BMP C233) �ATE S� - - r 4 . "-___ ,_ _. � � _ ».,_ � ------- �_�:�-xa-�- ..� � ---=� -- �-- �__ �_,� =_�.R---=--_,.--__. _ _ �. _ -- - 2. SEASONAL WORK LIMITAl10NS: c�rr U��v��-r��a :��}�� , �; . � ,;�:�� oFROM OCTOBER 1 1NROUGH APRIL 30, CLEARING, GRADING, AND OTHER SOIL o CONSTRUCTION SEQUENCE: DISTURBING ACIIVITIES SHALL ONLY BE PERMITTED IF SHOWN TO THE PS TEMPORARY AND PERMANENT SEEDING (D.O.E BMP C120) ��C��`� � LEGAL DESCRIPTION. SAl1SFACTION OF THE LOCAL PERMITTING AUTHORITY THAT THE TRANSPORT OF u' SEDIMENT FROM THE CONSTRUCTION SITE TO RECEIVING WATERS WILL BE 1. INSTALL EROSION AND SEDIMENTATION CONTROLS CE STABUZED CONSTRUCTION ENTRANCE (D.O.E. BMP C105) o PARCEL A: PREVENTED THROUGH A COMBINATION OF THE FOLLOWING: c� ALL THAT PORTION OF GOVERNMENT LOT 3 SECTION 29 TOWNSHIP 29 NORTH RANGE 5 EAST W.M. DESCRIBED AS FOLLOWS: 2. IMPORT AND PLACE FILL AND GRADE SITE. a) SITE CONDI110NS INCLUDING EXISTING VEGETATIVE COVERAGE, SLOPE, SOIL W � � � � r�E, AND PROXIMITY TO RECEIVING WATERS; AND EROSION CONTROL MONITORING PLAN a BEGINNING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 3, BEING THE CENTER OF SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 3. STABILIZE SITE. HYDROSEED. b) LIMITATIONS ON ACTIVITIES AND THE EXTEND OF DISTURBED AREAS; AND v EAST, W.M.; c) PROPOSED EROSION AND SEDiMENT CONTROL MEASURES. 1. OBSERVE EROSION CONTROL MEASURES AT 7HE BEGINNING AND END OF EACH DAY. QTHENCE EAST ALONG THE SOUTH LINE OF GOVERNMENT LOT 3 FOR 1,019.4 FEET TO THE EASTERLY MARGIN OF THE GREAT NORTHERN 4. REMOVE TEMPORARY EROSION CONTROL MEASURES. ALL TEMPORARY EROSION REPAIR AND OR REPLACE AS NECESSARY TO ASSURE PROPER FUNC110N. o RAILROAD RIGHT OF WAY (NOW BURLINGTON NORTHERN RIGHT OF WAY); , CONTRO� MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FlNAL SITE BASED ON THE INFORMATION PROVIDED AND LOCAL WEATHER CONDITIONS, THE DATE• JUNE, 2016 STABILIZATION IS ACHEIVED OR AFTER THE TEMPOARY BMPs ARE NO LONGER NEEDED. PROJECT LEAD MAY EXPAND OR RESTRICT THE SEASONAL LIMITATION ON SITE 2. OBSERVE COLLEC110N FACILI11ES DURING PERIODS OF HEAVY RAINFALL AND WET o THENCE NORTHERLY ALONG SAID RIGHT OF WAY LINE TO THE SOUTH BOUNDARY OF BLOCK 805, PLAT OF EVERETT LAND COMPANY S TRAPPED SEDIMENT SHALL BE REMOVEO OR STABILIZED ON SITE. DISTURBED SOIL DISTURBANCE. THE PROJECT LEAD SHALL TAKE ENFORCEMENT ACTION - SUCH AS wEA7HER coN��noNs. DESIGN: JNM � FIRST ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 3, OF PLATS, PAGE 20; AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. NOTICE OF VIOLAl10N, ADMINISTRATIVE ORDER, PENALTY, OR STOP-WORK ORDER DRAIPN: BJN o THENCE WESTERLY ALONG SAID BOUNDARY OF SAID PLAT TO THE NORTH SOUTH CENTER LINE OF THE AFORESAID SECTION 29; UNDER THE FOLLOWING CIRCUMSTANCES: 3. OBSERVE AND MONITOR STABIUZATION TECHNI4UES UNT1L ALL CONSTRUCTION IS o THENCE SOUTH ALONG SAID CENTER LINE TO THE POINT OF BEGINNING; - IF, DURING THE COURSE OF ANY CONSTRUCTION ACTIVITY OR SOIL COMPLETE. MAKE REPAIRS AND/OR ALTERATIONS AS NECESSARY TO PREVENT EROSION. CHECKED: JNS HYDROSEED DISTURBANCE DURING THE SEASONAL LIMITATION PERIOD, SEDIMENT LEAVES REVISION w EXCEPT THE RIGHT OF WAY OF THE NORTHERN PACIFIC RAILROAD AND GREAT NORTHERN RAILROAD (BURLINGTON-NORTHERN RIGHT OF HYDROSEED DISTURBED AREAS WITH THE SPECIFIED SEED MIX (SEE BELOW). GRASSES SHALL CONFORM TO THE CONSTRUCTION SITE CAUSING A VIOLAl10N OF THE SURFACE WATER EROSION CONTROL BEST MANAGEMENT PRACTICES NUMBER: o THE STANDARDS FOR CERTIFIED GRADE SEED OR BETTER AS OUTLINED IN THE WA STATE DEPARTMENT QUALITY STANDARD; OR o WAY), BOTH OPERATING AND NON-OPERATING; OF AGRICULTURE "RULES FOR SEED CERTIFICATION", LATEST EDITION. A�L SEED INSTALLERS AND VENDORS - IF CLEARING AND GRADING LIMITS OR EROSION AND SEDIMENT CONTROLS T1iE LOCAl10N AND TYPE OF PROPOSED MEASURES FOR TEMPORARY EROSION CONTROL SCALE• 1�=50� o a AND EXCEPT 34TH STREET AS EXTENDED; MUST HAVE A BUSINESS LICENCE ISSUED MEASURES SHOWN IN THE APPROVED PLAN ARE NOT MAINTAINED. SHALL BE AS FOtlOWS: ' �;i AND EXCEPT THOSE PORTIONS THEREOF LYING NORTHERLY OF THE GREAT NORTHERN RIGHT OF WAY; BY WA STATE DEPARTMENT OF LICENSING WITH A "SEED DEALER" ENDORSEMENT. SEEDING SHALL OCCUR T}{E FOLLOWING ACTIVITIES ARE EXEMPT FROM THE SEASONAL CLEARING AND STABILIZED CONSIRUCTION ENTRANCE -- TO BE USED AT ENTRANCE TO SITE B E T W E E N S E P T E M B E R 1 A N D O C T O B E R 1. T H E C O N T R A C T O R S H A L L E N S U R E A H E A L T H Y S T A N D O F G R A S S, P R O J E C T N I T M B E R: z GRADING LIMITATIONS: � � OR REAPPLY THE HYDROSEED AT NO ADDi110NAL COST. APPLY PER RATES SPECIFIED BELOW. SILT FENCE -- TO BE USED AT DOWNSLOPE SIDE OF STOCKPILE AND GRADING AREA m m AND EXCEPT �1-IAT PORTION CONVEYED TO THE CITY OF EVERETT BY DEED RECORDED UNDER AUDITOR S FILE NUMBER 200510040323, a) ROUTINE MAINTENANCE AND NECESSARY REPAIR OF EROSION AND SEDIMENT DETL00000001 RECORDS OF SNOHOMISH COUNTY, WASHINGTON; DROUGHT TOLERANT TURF SEED MIX CONTROL BMPs; m m b) ROUIINE MAINTENANCE OF PUBLIC FACILITIES OR EXISIING U1ILITY STRUCTURES WET WEATHER GRADING AND T.E.S.C.P. NOTES SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. KINDNARIETY % BY WEIGHT MIN. % GERM THAT DO NOT EXPOSE THE SOIL OR RESULT IN THE REMOVAL OF THE DRAIIING FILE: V E G ETATIVE COVER TO SOI L; AND 1. FROM OCTOBER 1 TO APRIL 30, NO DENUDED SOIL AREAS AND SOIL STOCKPILES MAY Ec-EC-002-DETL0001.dwg PARCEL B: DWARF TALL FESCUE 45% 90% c) ACTIVITIES WHERE THERE IS ONE HUNORED PERCENT INFILTRATION OF SURFACE REMAIN EXPOSED FOR MORE THAN 2 DAYS. THE WEST HALF OF BLOCK 2 AND ALL OF BLOCK 3, J.S. SINES ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME DWARF PERENNIAL RYEGRASS 30% 90% WATER RUNOFF WITHIN THE SITE IN APPROVED AND INSTALLED EROSION AND N a RED FESCUE 20% 90% SEDIMENT CONTROL FACILIIIES. 2. BETWEEN OCTOBER 1 TO MARCH 31, NO MORE T}iAN 500 FEET OF CONTINUOUS li2ENCH `'� 4, OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED MAPLE STREET THAT C O L O N I A L B E N T G R A S S 5% 9 0% MAY REMAIN OPEN AT ONE 11ME UNLESS CHECK DAMS TO REDUCE FLOW VELOCITIES AND SHEET N0. �� WOULD ATTACH BY OPERATION OF LAW, TOGETHER WITH THAT PORTION OF VACATED ALLEY IN BLOCK 3 OF SAID PLAT THAT WOULD 3. COORDINATE WITH UTILITIES AND OTHER CONTRACTORS P R E V E N T E R O S t O N A R E I N S T A L L E D I N A C C O R D A N C E W I T H 1 1 i E S N O H O M I S H C O U N T Y E D D S. N N ATTACH BY OPERATION OF LAW; APPLICATION RATE• 130 LBS/ACRE THE PRIMARY PROJECT PROPONENT SHALL EVALUATE, WITH INPUT FROM UT1�ITIES 3. FROM OCTOBER 1 TO MARCH 31, GRADING REQUIRING A PERMIT SHALL ONLY BE PERMITTED ao 0o AND OTHER CONTRACTORS, THE STORMWATER MANAGEMENT REQUIREMENTS FOR IF SHOWN TO THE SAl1SFAC110N OF THE DIRECTOR THAT EROSION CONTROL MEASURES NALL � �� SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CANFOR WOOD CELLULOSE ECO-FIBER MULCH: 2,000 LBS/ACRE 1}IE ENTIRE PROJECT, INCLUDING THE UTILITIES, WHEN PREPARING THE UKELY PREVENT SIGNIFlCANT EROSION AND DISCHARGE TO CRIIICAL AREAS. � fdUTRICULTURE SEED STARTER FERTILIZER(16-45-7): 200 LBS/ACRE CONSTRUCTION SWPPP. m Q CANFOR ECO-TAC GUAR TACKIFIER: 60 LBS/ACRE QF '� o � STAY MOIST MOISTURE RETENTION AGENT 60 LBS/ACRE o ' - m d�