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RECORD DRAWING MAY 2024
<br />A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M.
<br />CONSTRUCTION SWPPP
<br />EROSION/SEDIMENTATION CONTROL NOTES:
<br />LEGEND
<br />BoundaryL/ne
<br />• • • • -
<br />Existing Section Line
<br />Exis1117gRigl7lO/Way Line
<br />Ex/st/ngLotL/ne
<br />- - - - - -
<br />Ex/st/ngEasementL/ne
<br />-
<br />Existing Road Centellne
<br />'-'-'-'-'-'-'-'- -
<br />r-- a
<br />Existing Edge o1Aspha/t
<br />I In I
<br />L I
<br />Existing SIdewalk
<br />- - - - -
<br />- - - - - - -
<br />ExistingMajorContourLine
<br />Existing 1WI17of Con to ur Line
<br />- - SD - - - SD - -
<br />Existing Storm Drainage Line
<br />-�-�-
<br />Existing Ditchline
<br />- - ss - - - ss - -
<br />Existing ScMlcly SewerLine
<br />-- w--- w--
<br />Ex/st/ngWaterL/ne
<br />X
<br />Existing fel7Ce
<br />- - oHP - - - oHP - -
<br />Existing PowerLine
<br />Existing Te%phone Line
<br />- - G - - - G - -
<br />Existing Gas Line
<br />- -, , - , / - - -t>
<br />ExistingF/owPath
<br />Area o/D/sturbance
<br />/C/earingUmits/
<br />_� E __
<br />Existing Section Symbol
<br />®
<br />Ex/st/ngMonument
<br />D0)
<br />Existing Type I Catch Basin
<br />SQ
<br />Existing Scn11qy SowerManhote
<br />Y
<br />Existing WaterHydrants
<br />Ell
<br />Existing WaterMeters
<br />WV
<br />X
<br />Existing WaterF/IlIngs
<br />-0-
<br />Existing PowerSymbo/
<br />Existing Telephone Symbol
<br />Gv
<br />X
<br />Existing Gas Symbol
<br />O # # #
<br />Existing Soil Log
<br />U
<br />Existing Sign
<br />0
<br />Existing zigbt
<br />®
<br />Ex/st/ngMcllbox
<br />EXISTING WETLAND
<br />EXISTING BUFFER
<br />BMP'S (to be aoolied as worooriate
<br />ELEMENT #1: PRESERVE VEGETATION/MARK CLEARING LIMITS
<br />ELEMENT #6: PROTECT SOILS
<br />•
<br />C101
<br />Preserving Natural Vegetation
<br />•
<br />C120 Temporary and Permanent Seeding
<br />•
<br />C102
<br />Buffer Zones
<br />•
<br />C130 Surface Roughening
<br />•
<br />C103
<br />High Visibility Fence
<br />•
<br />C131 Gradient Terraces
<br />•
<br />C200 Interceptor Dike and Swale
<br />ELEMENT #2: ESTABLISH CONSTRUCTION ACCESS
<br />0
<br />C201 Grass -Lined Channels
<br />•
<br />C105
<br />Stabilized Construction Entrance/Exit
<br />0
<br />C203 Water Bars
<br />•
<br />C106
<br />Wheel Wash
<br />•
<br />C204 Pipe Slope Drains
<br />•
<br />C107
<br />Construction Road/Parking Area Stabilization
<br />•
<br />C205 Subsurface Drains
<br />•
<br />C206 Level Spreader
<br />ELEMENT #3: CONTROL FLOW RATES
<br />C207 Check Dams
<br />•
<br />C203
<br />Water Bars
<br />•
<br />C208 Triangular Silt Dike (Geotextile-Encased
<br />•
<br />C240
<br />Sediment Trap
<br />Check Dam)
<br />•
<br />C241
<br />Temporary Sediment Pond
<br />•
<br />Not Applicable to This Example
<br />•
<br />Not Applicable to My Project
<br />ELEMENT #7:
<br />PROTECT DRAIN INLETS
<br />ELEMENT #4: INSTALL
<br />SEDIMENT CONTROLS
<br />0
<br />C220 Storm Drain Inlet Protection
<br />•
<br />C231
<br />Brush Barrier
<br />•
<br />C232
<br />Gravel Filter Berm
<br />ELEMENT #8: STABILIZED CHANNELS AND OUTLETS
<br />•
<br />C233
<br />Silt Fence
<br />•
<br />C202 Channel Lining
<br />•
<br />C234
<br />Vegetated Strip
<br />•
<br />C209 Outlet Protection
<br />•
<br />C235
<br />Wattles
<br />•
<br />Not Applicable to My Project
<br />•
<br />C240
<br />Sediment Trap
<br />•
<br />C241
<br />Temporary Sediment Pond
<br />ELEMENT #9:
<br />CONTROL POLLUTANTS
<br />•
<br />C151 Concrete Handling
<br />ELEMENT #5:
<br />STABILIZE SOILS
<br />C152 Sawcutting and Surfacing Pollution
<br />•
<br />C120
<br />Temporary and Permanent Seeding
<br />Prevention
<br />•
<br />C121
<br />Mulching
<br />•
<br />C153 Material Delivery, Storage and Containment
<br />•
<br />C122
<br />Nets and Blankets
<br />•
<br />C154 Concrete Washout Area
<br />•
<br />C123
<br />Plastic Covering
<br />•
<br />C250 Construction Stormwater Chemical
<br />•
<br />C124
<br />Sodding
<br />Treatment
<br />•
<br />C125
<br />Topsoiling/Composting
<br />•
<br />C251 Construction Stormwater Filtration
<br />•
<br />C126
<br />Polyacrylamide for Soil Erosion Protection
<br />•
<br />C252 High PH Neutralization Using CO2
<br />•
<br />C130
<br />Surface Roughening
<br />•
<br />C253 PH Control for High PH Water
<br />•
<br />C131
<br />Gradient Terraces
<br />•
<br />Not Applicable to My Project
<br />•
<br />C140
<br />Dust Control
<br />ELEMENT #10:
<br />CONTROL DEWATERING
<br />•
<br />C236 Vegetated Filtration
<br />•
<br />Not Applicable to My Project
<br />ELEMENT #11: MAINTAIN BMPS
<br />• C150
<br />Materials on Hand
<br />• C160
<br />Certified Erosion and Sediment Control Lead
<br />ELEMENT #12: MANAGE THE PROJECT
<br />• C150
<br />Materials on Hand
<br />• C160
<br />Certified Erosion and Sediment
<br />• C162
<br />Scheduling
<br />ELEMENT #13: PROTECT LOW IMPACT DEVELOPMENT
<br />• C102
<br />Buffer Zones
<br />• C103
<br />High Visibility Plastic or Metal Fence
<br />• C200
<br />Interceptor Dike and Swale
<br />• C207
<br />Check Dams
<br />• C208
<br />Triangular Silt Dike
<br />• C231
<br />Brush Barrier
<br />• C233
<br />Silt Fence
<br />• C234
<br />Vegetated Strip
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 05/16/2024
<br />Permit Inspector
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<br />The 13 elements that are part of a Construction SWPPP are as follows:
<br />1. Mark Clearing Limits: Prior to clearing or disturbing the limits must be marked. This
<br />element is part of most normal construction plans as one of the first steps.
<br />2. Establish Construction Access: All erosion control plans shall install a stabilized
<br />construction entrance (or other method of preventing sediment transport onto the
<br />roads). If a standard gravel construction entrance is proposed, use geo-textile fabric
<br />under the rock. Note: a wheel wash is required for plans that propose winter grading.
<br />3. Detain Flows: Based on a downstream analysis it may be necessary to detain runoff from
<br />a site under construction. It may be necessary to construct and use a detention pond to
<br />control flows during construction.
<br />4. Install Sediment Controls: If there is runoff from the construction site, sediment shall be
<br />removed from the water. Note that the water quality standards must be met.
<br />5. Stabilize Soils: All exposed and non -worked soil shall be stabilized by use of BMP's. Note
<br />there are time periods of allowed exposure that depend on the season. Groundcover
<br />both temporary and permanent need to be part of the construction plans.
<br />6. Protect Slopes: Cut and fill slopes need to be protected from erosive flows and
<br />concentrated flows until permanent cover and drainage conveyance systems are in
<br />place.
<br />7. Protect Drain Inlets: All storm drain inlets require protection from sediment and silt laden
<br />water.
<br />8. Stabilize Channels and Outlets: Temporary and permanent conveyance systems shall be
<br />stabilized to prevent erosion during and after construction. Culvert outlets require
<br />protection.
<br />9. Control Pollutants: The plan shall show how all pollutants, including waste materials and
<br />demolition debris, will be handled. This includes maintenance of construction
<br />equipment, fertilizers, application of chemicals, and water treatment systems.
<br />10. Control De -Watering: The water from de -watering systems for trenches, vaults and
<br />foundations shall be discharged into a controlled system.
<br />11. Maintain BMPs: The plan shall provide for inspection and maintenance of the planned
<br />and installed construction BMPs as well as their removal at the end of the project.
<br />12. Manage the Project: The plan shall outline how the site shall be managed for erosion
<br />control and identify the management team. It needs to cover phasing, training,
<br />pre -construction conference, coordination with utilities and contractors, monitoring and
<br />reporting. It shall provide for notice of problems, revisions during construction and
<br />contingency planning. One of the most important elements in the management of the
<br />project is planning for contingencies based on the risk of exposure during phases of the
<br />development. It is essential that planning is ongoing throughout the life of the project.
<br />13. Protect on -Site stormwater management BMPs for runoff from roofs and other hard surfaces. On -site
<br />g
<br />Stormwater Management BMPs shall be protected at all times during the construction
<br />process. This may mean that stormwater management BMPs will be installed towards the end of
<br />the construction process to avoid siltation and compaction.
<br />LAND DISTURBING AREA
<br />Total Site Area
<br />Land Disturbing Activity
<br />Conceptual Area of
<br />Disturbance
<br />295,064 sf (6.77 ac)
<br />263,574 sf (6.05 ac)
<br />AQUIFER RECHARGE/
<br />WELL HEAD PROTECTION
<br />Low, Over 100
<br />SOILS
<br />1. Approval of this erosion/sedimentation control (ESC) plan does not constitute an
<br />approval of permanent road or drainage design (e.g. size and location of roads, pipes,
<br />restrictors, channels, retention facilities, 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 the
<br />applicant/contractor until all construction is completed and approved and
<br />vegetation/landscaping is established.
<br />3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the
<br />field prior to construction. During the construction period, no disturbance beyond the
<br />flagged clearing limits 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 with all clearing
<br />and grading activities, and in such a manner as to ensure that sediment and sediment
<br />laden water do not enter the drainage system, roadways, or violate applicable water
<br />quality standards.
<br />5. The ESC facilities shown on this plan are the minimum requirements for anticipated site
<br />conditions. During the construction period, these ESC facilities shall be upgraded as
<br />needed for unexpected storm events and to ensure that sediment -laden water do not
<br />leave the site.
<br />6. The ESC facilities shall be inspected routinely and maintained by the applicant/
<br />contractor to ensure their continued functioning, especially after storm events.
<br />7. The ESC facilities on inactive site shall be inspected and maintained a minimum of once
<br />a month or within the 48 hours following a major storm event.
<br />8. At no time shall more that one foot of sediment be allowed to accumulate within a
<br />trapped catch basin. All catch basins and conveyance lines shall be cleaned prior to
<br />paving. The cleaning operation shall not flush sediment -laden water into the
<br />downstream system.
<br />9. Stabilized construction entrances shall be installed at the beginning of construction and
<br />maintained for the duration of the project. Additional measures may be required to
<br />ensure that all paved areas are dept clean for the duration of the project.
<br />10. The Contractor shall provide periodic street cleaning to remove debris and sediment
<br />tracked off the site.
<br />11. Appropriate measures shall be taken to stop sediment from entering surface water
<br />bodies if the proposed BMP's fail. If BMP's fail and sediment -laden water is leaving the
<br />site, immediately notify your Public Works Inspector.
<br />12. Bare and/or disturbed soils shall remain uncovered and/or unstabilized for no more than
<br />2 days from October 1 through April 30, and for no more than 7 days from May 1
<br />through September30.
<br />13. Notify the City Public Works Inspector at least 24 hours prior to dewatering activites.
<br />Handle highly turbid or otherwise contaminated de -watering water separately from
<br />stormwater.
<br />14. The approved project Public Works permit and SWPPP shall be retained on site or
<br />readily available to the contractor throughout the duration of the construction project.
<br />15. Design, install, implement, and maintain effective pollution prevention measures to
<br />minimize the discharge of pollutants.
<br />16. Protect all LID BMP's from sedimentation through installation and maintenance of
<br />erosion and sediment control BMP's on portions of the site that drain into the LID BMPs.
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<br />I 1 I I ) -- - - - - � - - This Record Drawing has been prepared, in part, based on
<br />=I�\ � � ` I I376-000-006-6o �I II r I r \ � _\ o / I I \ 1 r - information gathered during construction and historical
<br />II Ihamrorr Bin Da -ll %/ f f r = I / \- SD (- documents. Although the information and this drawing are
<br />0 �`
<br />N / I 19SOI�3idAveSE I // r ( r o . I 7 / / I �- - - - - - - - - �\ i i based the best available information, no presumption
<br />I J I
<br />b e regarding the drawing's accuracy.
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<br />1 I I I c °/ ° °\ Concre I I 1 I Na�uralVegetation I / ) �� - I Op�� h, I I cQ�� I I �ao�. I I oQ . I I o chi I I aeih�l I / I
<br />I OII376-ODO-009-Od l I I , / Concretes g ° ° I A I- /OI07�6- 00-0 4-00 OI0706-000-OIS-001 ( I u L- I a�� I I I o o. I I I o�� i \- o O� I I I O a i 1 I I `o , o. I I 1 �° c °' I v- I O I
<br />'-I I I c �` a b� removed °° to °be°rem ved m II I I i
<br />-� P t I o �• I I r, �, 1 I ` I ��, ` I I O N I o c op �, I I O c� a, I I
<br />/ ( �'orr%areay & Sophea/fin I o ° / ° ° ° a ° I ,� \ I Fransiscus FSo ian I
<br />Anolstasia� Atexande�A - - 0 °o I I O ' ` e O I o I I o O O I os II SI29SthCt - - I Natural Vegetation I b O\I I O I I � Ito;\ Lt4 1 I o V �I I I o I I �° I 1
<br />I 9S073rdA ve SE I I I °/ s ; I \ I "` �1�rT��i
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<br />/ I I Everett, WA 9820 I I I r\ FvP./Pff,�_OL-E6�r61ttr - -- -- -- -- ------I------ _I
<br />v rr 5.' Dus ' ontronii \° ° ° I I Ex. Boar Fen /407. 890 �_ � _ �-_ I
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<br />I y I I 45' 41 "A I C 101 x.�oardFen / ( I I
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<br />l� I I / ( I � � a . i 9. Concrete �O N C P Fence Preservin Q I - ,
<br />/� ° /r � o I--------------1
<br />\ II I \ y C151 Silt Fence g
<br />/ \ I I \ I OII37 \40-O�C�00 I \ y Handling s ° 0 I v)
<br />�° \ ,r g °\ ° s � P� N tural Vegetatio 1 I I II I I 0 / -II-- _
<br />\ / \ ° \ \ ° s i C233 1
<br />I ` VanKimhoe,& n �n I '\ ° / Discha rom c st n area, q I 1
<br />I ( I IE g 9 _ s N u l e io 1 Ol � 1 Il 11. Preserving I I I 11 I/
<br />\ \ I 950�3rq'Av SE I' I \ \ ,� �I ° s a\ sediment ra shall be monitored / 4. Silt Fence - 1 Natural Vegetation 1 I 1 °
<br />I Ever , WA 208 I Potential location of Existing \ �\ \i \ � ^ for pH pri eleasing to buffer, Cl 1 I I 280SI8-003-042-00 I I_. 10 00 0 1
<br />r I I '\ / \ ° Existing Church w \ ° C24 s -- / B f e / I I
<br />wetland, sociated stream. / 0 I� I SSMHC17b
<br />= J I I I Rockery Wall Drain (typ) \ Temporary Amended '� \ (to be removed) i ° \ 9 �� +, \ I VerizonNorthwestInc I 1 „
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<br />/ I_------ � �I� J- / ,r \�• r; _�, 3/4.Temporary I _ / _ I I 9SO47thAveSE I q . /1 D_ Manho%
<br />/ { J l \ - - \ Soils Stockpile Area '� \ \ \
<br />I / \� /� % Sediment nd C6
<br />1� \ � (�r� I Everett, WA 98208 I � ' / I o
<br />\ \ r � ��� . Ex/sl/ng� e � o � ``' � 'J Discharge from ns ion area I I � I I
<br />\ • (� / - � _� �-. - � .. ) istingkckery ° ,� /
<br />\ / I � - � � � \ ° - \ s Service , / g I I (�' 1 I �-
<br />to be r m e 1. e o e p r I 1
<br />• , \ I i I \ \ sediment trap sha onitored S I I � , 1
<br />X I I \ \ I = ice\ / / ss 4/13. •It en \ . for pH pnor to e in to buffer, _ ���-------- / I 1 ' ,�
<br />- ,S I I \
<br />I I ( r I I I ' ' \ \ 526� � J / / �O \ /tin Wate�ne \ ° 4 etlgnd, and ss�ci�ted stream. o o , 5Nb r I , o I A I
<br />I I I I \ b / t be removed � �\• . _ � 00 � y1 � � � ' 1 I I
<br />\ I ( I \ ,52 Ex/st/ngCon�iete /k ( ) �. W r P i Ee _ Asa 7. Storm r in I I '� I I
<br />• al I 0 137610 I I \ 5. Plastic (to be removed)/ 11 �� \ � - gyp- - sp _ _ s- _ - - _ - - - - - _ g Ex. IS'Sew rEaser�zerrf Inlet Prot n I I 1 I i \ �\ a e e u l e y A xistin � I 1
<br />V. I �i \ g �.� \ w - - - - - �w - \ - _ _ _ _ sD - sD _ _ - _ - - SD - - C233 meat o el N81 S-12S009 gs ' Z; I � o
<br />J I Covering \ / i I - w, - - _ - - w w - - w \ - - - - - - - _ _ _ _ I 1 I I I
<br />�r,
<br />g p 1. Preservin 1 `
<br />l!��in�known \ \ y I - - w - - w - - - w - r - w - - - - - - _ _ _ - _ - hlaurr LVegetr�tiori A I
<br />� I Everett ` °- -I - \ - - - - - w - - - - - - w - - 220 1 I
<br />II \ \ I 1
<br />• X I I \ \ \° �° �sfingLOW' � � .... - - - - - - - - ss - ss -- --- s -- -- -- ss - --- r - s s - - ss - I I SSMH--EX. 1
<br />\ r- 0 o ((I \ ,` �\ � a, (to be rembve r - :. a I �v) I A �8"Manho%
<br />/ LO o � \ °� f O Existing ChurchAccess _€xis Pavement- Buffer A"dition - - - -11I I I I
<br />CT 1 / LO III S. . _ \ � a, \ v, w \ \ - - width varies ExistingSewerUne SSMH-Ex. 2 �, I I I 1
<br />3 0 1 I vl � _/ \ � � �s I `Jo \ - _ - _ - Access - - o per Mit,�gation Plan 48"Manho% IR I I ; I I 1
<br />__� a a_ _�� �_a_���_�_ ��a_a=�_ - - - EX/st/n Liht asp-�=a tea_ _ _ _
<br />4. Silt Fence � -_ _ _ a_ t - - - o I � Temporary
<br />I \ / - G� - - G - - G EX 10 Uti/' Ease - - -�-� �-�- �- �_ a N. 4- G - � -,_ ar, � xistin Lf ht V - - - - - - - F 1 I
<br />0 1 1 ° p I y
<br />I- \ - _ 1 _ _ - 5 \ Ex. BoardFe e - - g r I60I ° an I - i - ,- o I
<br />o I 1 -- II 4: i t e e \ ( tin I�diant/ yTT i o � f�-�� I _ �Construction
<br />0 --- J((II-�C233 22-- - /\ \ - -(#obe lo�a 4--� _ __ en A 001020046 1 Ic
<br />� 1 P ti - J - - - C233 ----- _ - - --- - - p° - - 1 I \ I 0 Entrance
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<br />1 i�--w---w--- rstingHdrant - S18 ---- ----- ----- �0 -- - 1036 P--'��:��-�R.S� - -- - - - - - ---- I I /1 I ��I
<br />__ _ C233
<br />----___-_ -- � Ng 5� - �� - - oHP•---o�P-=�� -� -� - -� -� - -� -N -•�� -� �-s� -� - - - - - - - 8° 53' 41 "W 1 6 - - - - - - - - - - - = - _ - OH - - I- ° I ,I I 1 OH O P OHP OHP -p
<br />C sa I 1 1.Preserving - - c e - -� -e _-� - -N-m i44 cW � 10 / / -- -- _- __ - ---- - --- - ° = P---X _ +�LP
<br />I 1 Natural Vegetation - - 1 -� 6mai i -� -� -� -.� -.� - ° - - HPI - P _
<br />o 1 1 - - tiY = _ - - = Tem ora Construction Entrance. Existin As halt < r Zlsl/ng oncre% \ _ _ 0- e ' , I ' o
<br />\ i -1 re�ervi n Temporary g p I '� � w Power Vau// _ _ �pt�x' Cente�ne o/U/i%ty C 101 I I �1 P
<br />1 I I g - / Ex. Vertica/Curb ° °
<br />J 0 1 / Existin H Brant road may be maintained through bulk grading of C105 1 Natural e et t'or1 1 Easement e .4�FtV200312020979 =° IT I ^ I 1 oyP
<br />sa ( g y Natural Vegetation g I % P I° I , I^
<br />I site. Majority of site grading occurs within bulk of site. � �, -� -1 %1' Preserving I I I I
<br />_ onstruction
<br />N - w - -- w - -- w - -- w - -- w -- /w - -- w - -- w - -- w--- w-J- w--- w--- w--- w--- w- -_ 280518003- 40-00
<br />_ � \ I I •• • � 1 A .Stabilized
<br />D �I I /1 - w-� w--- w--- w--- w-- 1 � � I� � / �-�cess&Uti/itiesEasement Natural I 11�
<br />� _ 2805�8-003-04I-00 - w - �80,fJ&09, Q�& 011- w II l % I perAFN870824032d Vegetation I �' I
<br />Sq - T / i Tagel7--0337 \ I GreentreePlazaIBLLC � Stabilised Cori�sfluc olwi 1 h�N. r r N A'ineProperties,Inc J r I 1 I I E trance/Exit
<br />SOSSEEverellMa//Wa Entrance/Exit 1 \ '' i % /60 xrw/Power Vau/t h�i I I I I°
<br />y �a vo 07SEEverettMa//Way i 9 �j,
<br />Q I i- r 40SSEEver�ttMa//Way I Everett, WA 98208 3 1 h L- Everett, WA 98208 ,/ Ex. Dempster I I o I Al 11
<br />Everett, W 98208 r Enc%sure \ I I
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<br />1 I ( I I / I I � 1 �( I I I I I I � 1 Inlet Prot ctaon 1 1
<br />Q I �r I i / I �/� \ ; 1 I� / 1 I I I I 99 ; 00 I
<br />o N v I I ��� ---. I I I I 0 1 I \ 1 1 I p
<br />AS -BUILT CLEARING & TESC PLAN
<br />NOTE: The project site is tributary to a 303d impaired 0 40 80
<br />water body. Discharges from the project site require
<br />E pH monitoring in accordance with the guidelines set Scale: 1 "-40'
<br />: UNDERGROUND UTILITY NOTE by Ecology. Line Table
<br />(D Underground utility locations shown hereon are based
<br />CT
<br />a / ® upon surface indicators. No underground location Line # Length Direction
<br />Y service was utilized for their location. The use of this
<br />Z_ map for their exact location is not warranted. Prior to Ll 50.52 S00o 18' 08"W
<br />0 construction user should call the utility location service
<br />° at 1-800-424-5555 48 hours before construction.
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