HomeMy WebLinkAboutKirkland construction-bmp-guideLast Updated: 2019
POLLUTIONCONTROLFORCONSTRUCTIONACTIVITY
POLLUTIONCONTROLFORCONSTRUCTIONACTIVITY
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Kirkland is one of the most livable cities in America. It is a vibrant, attractive, green and welcoming place to live, work and play. We are lucky to have beautiful lakes, streams and wetlands and be able to enjoy outdoor activities such as a hiking, swimming and shing, all within our City.
Protecting our natural resources can be simple and easy. All storm drains in Kirkland ow to the nearest lake, stream, or wetland. It is illegal to allow pollutants to enter a storm drain (KMC 15.52).
Contractors, subcontractors, property owners, businesses, AND any other responsible party(s) can be subject to nes and the cost for the City to clean the municipal storm system (KMC 1.12.200). tćFNJOJNVNĕOFJTEJWJEFEBNPOHBMM responsible parties. t"ĕOFGPSBSFQFBUWJPMBUJPOTIBMMCFEFUFSNJOFECZ multiplying the ne by the number of violations. t'JOFTNBZCFSFEVDFEPSXBJWFEJGself-reported to the City at 425-587-3900.ćJTHVJEFTIPVMEDPNQMFNFOUZPVSFYJTUJOH5&4$BOEPS$48111 JGBQQMJDBCMF
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HOW TO USE THIS GUIDE
ćJTHVJEFXJMMBTTJTUZPVJONBLJOHJOGPSNFEEFDJTJPOTon your construction site to prevent pollution to our lakes, streams, and wetlands and stay in compliance with Kirkland Municipal Code (KMC). It is organized as GPMMPXT
1) SITE MANAGEMENT
2) POLLUTANT CONTROL & SUBCONTRACTOR ACTIVITY
3) PROTECT STORMWATER FACILITIES & BMPS
4) PERIMETER PROTECTION
5) TRAFFIC AREA STABILIZATION
6) COVER MEASURES
7) DETENTION & VELOCITY CONTROL
8) DUST CONTROL & DEWATERING
9) FILTRATION & CHEMICAL TREATMENT
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t#.1 – Best Management Practices are managerial, operational, structural and physical tools implemented on projects to prevent discharge of sediment or other pollutants into waters in Kirkland t$&4$-$FSUJĕFE&SPTJPO4FEJNFOU$POUSPM-FBEt$48111o$POTUSVDUJPO4UPSNXBUFS1PMMVUJPO Prevention Plant&4$o&SPTJPOBOE4FEJNFOU$POUSPMt,$48%.o,JOH$PVOUZ4VSGBDF8BUFS%FTJHO.BOVBMt,.$ – Kirkland Municipal Codet-*%o-PX*NQBDU%FWFMPQNFOUPSHSFFOJOGSBTUSVDUVSF that promotes inltration of surface watert/(3"o/BUJWF(SPXUI3FUFOUJPO"SFBt/56o/FQIFMPNFUSJD5VSCJEJUZ6OJUTNFBTVSFTUIF “cloudiness” of the water due to suspended particles
tQ) – A measure of acidity and alkalinity of a solution
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SITE MANAGEMENT
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tAll work must meet Kirkland Public Works
Standards, Policies, and Codes.
tClearly mark and maintain limits of soil
disturbance.
tInstall tree protection prior to excavation and
maintain during construction (see Plan CK-R.49).
tMinimize the amount of soil disturbance on site
and phase the construction as much as possible
tIf no pre-construction meeting is required, schedule
the 1st erosion control inspection with Public Works
on Mybuildingpermit.com prior to any excavation.
tSchedule city inspections 24 hours in advance.
tPay attention to the weather and make sure that your
BMPs are prepared to handle anticipated storm
events. BE PREPARED FOR RAIN AT ANY TIME!
tBMPs must be maintained throughout the duration of
the project and managed by onsite personnel that are
knowledgeable in ESC or are CESCL certied.
tA copy of the ESC plan and a CSWPPP (if required)
must be on-site and maintained at all times.
tMake sure the site will be secure while unattended:
Cover exposed soils with straw or plastic
(see Cover Measures pg. 16)
Maintain silt fence and/or wattles (see Perimeter
Protection pg. 11)
Maintain construction entrance (see Trac
Area Stabilization pg. 14)
Protect Kirkland storm infrastructure and roads
(see Detention & Velocity Control pg. 18)
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF2NCPU
tPlan No. CK-E.04: Small Site ESC Plan.
SITE MANAGEMENT
Keep your project on schedule and on budget by avoiding costly cleanup and QPUFOUJBM4UPQ8PSL0SEFST
5SITE MANAGEMENT
Inspections should be done by onsite personnel that are knowledgeable in
&4$PSBSF$&4$-DFSUJĕFE
5SFFQSPUFDUJPONVTUCFEPOFXJUIDIBJOMJOLGFODFQSJPSUPHSBEJOHUIFTJUF TFF1MBO$,3
4DIFEVMFDJUZJOTQFDUJPOTIPVSTJOadvance (Mybuildingpermits.com).
Hard surface perimeter control and safety fences also need to be installed prior to
FYDBWBUJPO
6POLLUTANT CONTROL & SUBCONTRACTOR ACTIVITY
POLLUTANT CONTROL & SUBCONTRACTOR ACTIVITY
KEY POINTS
tAll storm drains in Kirkland ow to the nearest
lake, stream, or wetland. *UJTJMMFHBMUPBMMPX
pollutants to enter a storm drain (KMC 15.52).
Examples of pollutants are:
Construction materials
Paints
Soaps
Silt, sediment (no discharges above 25 NTU)
Concrete, cement, or gravel
tPrepare a containment area, lined pit, or container
(Eco-pan, Outpak, etc.) on site designated for
concrete washout and equipment and tool cleanup.
Make sure these areas are covered when raining and
do not overow.
tMake sure you have a vendor available to pump your
liquid waste from the concrete washout container
before it becomes too full.
tAll liquids and materials, including but not limited
to, paints, stucco, fuels, oils, pesticides/herbicides, and
other liquids should be placed in secondary
containment and undercover at the end of every day
or when not in use. Make sure your site is secure.
Concrete washout pits can be created on site with a liner; however, the water and
solids in the pit must be properly disposed of.
7POLLUTANT CONTROL & SUBCONTRACTOR ACTIVITY
%SBJOTFBMTIFMQQSPUFDUUIFTUPSNTZTUFNJOBOFNFSHFODZBOENBLFDMFBOVQFBTJFSBOEMFTTFYQFOTJWF
It is important to prevent rain water from accumulating in the concrete washout BMP. Have a routine cleaning operation.
Portable concrete washout BMPs can be moved around the site as necessary.
Concrete washout discharged into a storm drain is a violation of KMC 15.52.
8POLLUTANT CONTROL & SUBCONTRACTOR ACTIVITY
1VJGT$/2UVQ%QPUKFGT tInlet protection and lters tStraw wattles or other containment berms tDrain seals or plugs tMinimize materials brought onsite
%POPUTUPDLQJMFMBOETDBQJOHNBUFSJBMT
JOUIFSJHIUPGXBZ
Paints and other materials must be
managed and disposed of properly.
Asphalt sealer sprayed into a storm
drain is a violation of KMC 15.52.
0JMTIFFOTDBOHPBHSFBUEJTUBODFPOthe surface. If discharged into a storm
drain, it is a violation of KMC 15.52.Consider where potential pollutant sources are located on your project.
Have spill kits readily accessible to cleanup any materials used on site.
9PROTECT STORMWATER FACILITIES & BMPS
PROTECT STORMWATER FACILITIES & BMPS
KEY POINTS
tFlow Control Facilities (vaults, tanks): ese
facilities may be used for on-site construction
stormwater management, but must be thoroughly
cleaned of any debris, including sediment, at the end
of the project and/or as needed.
tDo not allow sedimentation of newly installed catch
basins/inlets. tDo not allow sedimentation of City infrastructure and proprietary water quality devices such as treatment cartridge vaults, stormwater bioltration facilities, etc. If siltation of these devices causes malfunction or maintenance, you will be responsible for the cost to bring the device back to full function.
tDo not compact or allow siltation of areas used
for inltration or stormwater low impact
development facilities (LID BMPs) during
construction.
e location of on-site inltration facilities must
be recommended by a geotechnical engineer of
record, and meet conditions in the soils report.
All residential storm drain systems including
drywell/inltration trenches must be inspected
prior to backll.
tSoil Amendment per Pre-Approved Plan CK-E.12 is
required for all landscaped areas.
tA catch basin insert with overow capability
must be installed in the rst downstream
catch basin.
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF0QVGU
tPlan No. CK-E.08: Catch Basin/Inlet Sediment Trap
tPlan No. CK-E.09: Temporary Sediment Pond
tPlan No. CK-E-09a: Temporary Sediment Trap
tPlan No. CK-E.11: Storm Drain Protection Insert
tPlan No. CK-E.12: Soil Amendment Notes for Ecology
BMP T5.13
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10PROTECT STORMWATER FACILITIES & BMPS
1VJGT$/2UVQ%QPUKFGT tRoutine sweeping tInlet protection tEductor truck tVendor/sub contractor management
1PTUDPOTUSVDUJPOTUPSNXBUFSTZTUFNT
plugged up with sediment and debris NBZCFFYQFOTJWFUPDMFBO
4FEJNFOUBUJPOPGCJPSFUFOUJPOGBDJMJUJFT
may require replacement of the media and plantings.
Permeable hard surfaces must pass
inltration tests.
*OTPNFTJUVBUJPOT
BCPWFHSBUFQSPUFDUJPOJOBEEJUJPOUPUIFĕMUFSDBONBLFUIFinlets more maintainable.
6OUSJNNFEĕMUFSGBCSJDDSFBUFTooding.5SJNFYUSBĕMUFSĘBQPSVTFBOadjustable metal framed insert.
&EVDUPSDMFBOJOHIFBEGPSQFSNFBCMF
hard surfaces.
11PERIMETER PROTECTION
PERIMETER PROTECTION
KEY POINTS tćFTF#.1TBSFUIFMBTUMJOFPGEFGFOTFGPSZPVS project. ey should go in rst and be the last to be removed. tFocus on not letting sediment accumulate on your perimeter controls by preventing erosion. tAll required erosion control BMPs must be constructed and in operation prior to excavation. tDelineate and protect NGRA during construction. tProtect adjacent properties from runo by installing perimeter protection (interceptor trench drain, silt fence, swale, berm).
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF2NCPU tPlan No. CK-E.03: Silt Fence tPlan No. CK-E.10: Straw Wattles
5GFKOGPV5KNV(GPEG tKey-in bottom of lter fabric materials in 4 x 4 in. trench. tSecure wire-backed silt fence with the steel post downstream of ow path. tRemove sediment when it reaches 1/3 fence height. tRoutinely inspect and maintain.
MAXIMUM 6-8 FTBETWEEN POSTS
c. FABRIC
e. BA
C
K
F
I
L
L
RUNOFF
a. & b.d. STAKEa. 4USBJHIU
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ĕMUFS
IJHIWJTJCJMJUZHFPUFYUJMFPQUJPOTd. 5QPTUTUBLFTXJUIXJSFCBDLFETVQQPSUe. Backll material can be native ll, compost or pea gravel.
Wire backed sediment fence may be orange to also delineate areas
of disturbance. Chain linked safety fence may be required to keep
the public o your project.
12
6OEFSDVUUJOHPGUIFXJSFCBDLFEsediment fence can occur if not trenched
in and happens most frequently near the stake.
4FEJNFOUGFODFXJUIPVUXJSFCBDLJOHJTFBTJMZCSPVHIUEPXOCZXJOEPSXBUFS
0OMZXJSFCBDLFETFEJNFOUGFODFJTBMMPXFEJO,JSLMBOE
4FEJNFOUGFODFTIPVMEOPUCFUIFPOMZ&4$NFBTVSF
Wire backed sediment fence that is not keyed in is ineective.
BMPs require frequent inspection and maintenance to be eective.
Perimeter controls can be easily damaged and must be monitored and replaced as necessary by onsite personnel.
PERIMETER PROTECTION
13PERIMETER PROTECTION
9CVVNGU
t,FZJOBOETUBLFEPXOUPQSFWFOUSVOPČGSPN
owing underneath
t0WFSMBQXBUUMFTUPQSFWFOUHBQ
tWattles are barriers, not lter BMPs
t3PVUJOFMZJOTQFDUBOENBJOUBJO
4UPSNXBUFSXJMMFBTJMZVOEFSDVUXBUUMFT
that are not trenched in, not staked, and not overlapped appropriately.
%VSBCMFXBUUMFTUBLJOH
Make sure that wattles are trenched in and staked down.
1VJGT$/2UVQ%QPUKFGT tSynthetic wattles tBrush barrier tVegetated strip tTriangular silt dike tCompost berms tCompost socks
VARIES DEPENDINGON SLOPE
2-4"DEPTH
FLOWWATTLES - STAKING
VARIES
CRISS CROSSSTAKING
3/4 WATTLESTAKING
CENTERSTAKING
%VSBCMFBOESFVTFBCMFXBUUMFUIBUDBOHP
from project to project.
Perimeter control with ltration using a
compost sock.
14TRAFFIC AREA STABILIZATION
TRAFFIC AREA STABILIZATION
KEY POINTS t5SBDLPVUJTOPUBMMPXFEPOQVCMJDTUSFFUTPSTJEFXBMLT If dirt is tracked out, it shall be cleaned up immediately with a power sweeper or other equipment. t8IFOCVJMEJOHBDPOTUSVDUJPOFOUSBODF
QVUB HFPUFYUJMFEPXOVOEFSOFBUIUIFRVBSSZTQBMMTUP prevent the spalls from sinking into the subgrade. t3FDZDMFEDPODSFUFTIBMMOPUCFVTFEGPSFSPTJPO protection (construction entrances, shoulder widening). t/PTUFFMQMBUFTBSFBMMPXFEJOUIFSJHIUPGXBZPWFSUIF XFFLFOEPSPODJUZDMPTVSFEBZT4IFFUTNVTUCF SFNPWFEBOEBTQIBMUQBUDIJOHJOQMBDFCFGPSFQN PO'SJEBZ t,FFQBOZBEKBDFOUQVCMJDBMMFZPQFO
DMFBO
BOEJO good driving conditions. t"1VCMJD8PSLT&4$JOTQFDUJPOJTSFRVJSFEQSJPSUP pouring or paving any driveway. t4UBCJMJ[FZPVSKPCTIBDLBOEMBZEPXOBSFBTBTUIFZBSF one of the highest trac areas on your project.
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF2NCPU t1MBO/P$,&5FNQPSBSZ4JOHMF'BNJMZ$POTU &OUSBODF t1MBO/P$,&5FNQPSBSZ1MBU$PNNFSDJBM $POTU&OUSBODF
"OFYBNQMFPGIFBWZEVUZQMBTUJDQMBUFTUIBUBSFBEBQUBCMFBOESFVTBCMFGPS
construction entrances.
15
1VJGT$/2UVQ%QPUKFGT tConstruction road/parking area stabilization tWheel wash tRumble strip t)eavy duty plastic plates tSweeper truck
TRAFFIC AREA STABILIZATION
*OTUBMMHFPUFYUJMFVOEFSOFBUIUIFSPDLUPQSFWFOUUIFTQBMMTGSPNTJOLJOHJOUPUIF
subgrade.
Mud mat is a quickly installed project entrance BMP or track pad for wetland work.
Contractor is responsible for keeping streets clean and free of pollutants at all times and for prevention of an illicit discharge (KMC 15.52).
“Belly bath” depressions are not appropriate wheel washes.
16COVER MEASURES
COVER MEASURES
KEY POINTS t$PWFSNFBTVSFTQSPUFDUCBSFTPJMGSPNXBTIJOHBXBZ with rain or wind. t4PJMTNVTUOPUSFNBJOFYQPTFEBOEVOXPSLFEGPS DzEBZTCFUXFFO0DUPCFSTUUP"QSJMUI DzEBZTCFUXFFO.BZTUUP4FQUFNCFSUI t4UBCJMJ[FTPJMTBUUIFFOEPGUIFXPSLEBZQSJPSUPB weekend, holiday, or predicted rain event. t4USFFUTBOETJEFXBMLTTIBMMOPUCFVTFEGPSTUPDLQJMJOH building materials, debris, or equipment. t8IFOJOTUBMMJOHQMBTUJDTIFFUJOHPOTUPDLQJMF Install vertically down slope. Dz&OTVSFFEHFTBSFPWFSMBQQFEBOETIJOHMFE appropriately. Dz4IBMMCFNJOJNVNNJMMJNFUFSTJOUIJDLOFTT Dz5PTFDVSF
UJFTBOECBHTUPSPQFT
TUBLFSPQFT inches minimum away from edges of sheeting. Dz4VSSPVOEFOUJSFTUPDLQJMFXJUIQFSJNFUFS protection. t8IFOSFRVJSFE
BQQMZTUSBXNVMDIBUBNJOJNVN thickness of 2 inches. t$PWFS#.1T
FYDFQUQMBTUJD
OFFEHPPETPJMDPOUBDU which can mean surface preparation with track walking to get an even surface. t*GBQQMZJOHTFFEGPSMPOHUFSNTUBCJMJ[BUJPO
NBLFTVSF the seed has contact with the soil and then covered by the blanket or mulch. t$POTJEFSUIFUJNFPGZFBSGPSTFFEHSPXUITVDDFTT Will you need to protect against freezing conditions or will you need to irrigate for seed survivorship?
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF2NCPU t1MBO/P$,&5FNQPSBSZ4UPDLQJMF t1MBO/P$,&/FUTBOE#MBOLFUT
5FNQPSBSZ 4UBCJMJ[BUJPO
4MPQFDIFDLTBOEDPWFSJOH#.1TVTFEJODPNCJOBUJPOBSFFČFDUJWFGPSFSPTJPOprevention and seed establishment
17COVER MEASURES
1VJGT$/2UVQ%QPUKFGT tSurface roughening tMulching tPlastic covering tSodding tHydroseeding tCompost blankets tRolled erosion control blankets
i5SBDLXBMLJOHwUIFTMPQFJTJNQPSUBOUQSFQBSBUJPOUPNBYJNJ[FTFFE
establishment.
4QSBZBQQMJFENVMDIFTDBOQSPWJEFequivalent if not superior performance
to rolled erosion control products.
4USBXBQQMJDBUJPOTTIPVMEDPNQMFUFMZ
cover soil and should be at least 2” thick.
1. 3PMMPVUBOENBLFĕSNDPOUBDUXJUIUIFHSPPNFETMPQF
2. Key in at the top of the slope3. 4UBQMFTJ[FBOEGSFRVFODZCBTFEPOTMPQFBOETPJMUZQF4. 0WFSMBQBEKPJOJOHCMBOLFUT5. 4IJOHMFEPXOUIFTMPQF
Velocity reduction along the base of
plastic covered stockpiles is important.
18DETENTION & VELOCITY CONTROL
DETENTION & VELOCITY CONTROL
KEY POINTS t3FUFOUJPOPGTUPSNXBUFSPOTJUFBMMPXTGPSHSBWJUZ to help settle sediment in suspension and reduce turbid runo. t3FUFOUJPOGBDJMJUJFTTIPVMECFJOTQFDUFEEBJMZEVSJOH OPOSBJOGBMMQFSJPET
FWFSZIPVS EBZMJHIU
EVSJOHB rainfall event, and at the end of every rainfall. t*GBTFEJNFOUQPOEJTOPUQSPQPTFE
BTUPSBHFUBOL may be required. t5FNQPSBSZTFEJNFOUQPOETBOEUSBQTNVTUCFTJ[FE BOEJOBDDPSEBODFXJUI,JSLMBOE1SF"QQSPWFE &SPTJPO$POUSPM1MBOT TFFCFMPXSFGFSFODF
t"MMJOUFSDFQUPSTXBMFTTIBMMCFDMFBOFEJGTJMU BDDVNVMBUJPOFYDFFETPOFRVBSUFSEFQUI t*GQSPDFTTXBUFSFOUFSTUIFSFUFOUJPO#.1BOE commingles with the stormwater, the entire volume is considered process water and must be disposed of properly. t*GQPTUDPOTUSVDUJPOTUPSNXBUFSJOGSBTUSVDUVSF FH WBVMUT
BSFVUJMJ[FEGPS&4$SFUFOUJPOEVSJOH construction, the system must be fully cleaned and functional before nal inspection. t*OTUBMMDIFDLEBNTBOESJQSBQTDPVSQBETUPTMPXUIF ow of water and allow sediment and debris to drop out. t5PIFMQSFEVDFUVSCJEJUZMFWFMPGBOZEFUFOUJPO BMP, occulants may be used to assist settling of particles in suspension. However, you must follow 4UBUFQSPUPDPMUPJNQMFNFOU TFF%FXBUFSJOH
'JMUSBUJPOBOE$IFNJDBM5SFBUNFOUTFDUJPOQH
-KTMNCPF'TQUKQP%QPVTQN2TG#RRTQXGF2NCPU t1MBO/P$,&$IFDL%BN t1MBO/P$,&5FNQPSBSZ4FEJNFOU1POE t1MBO/P$,&B5FNQPSBSZ4FEJNFOU5SBQ
Grass lined channel.3JQSBQBOEDIBOOFMMJOJOHTSFEVDF
velocity and prevent the seed from
being washed away from the soil.
19DETENTION & VELOCITY CONTROL
1VJGT$/2UVQ%QPUKFGT tInlet protection tSpring berms tStraw wattles and coir logs tTriangular silt dike tConcrete cloth tChannel lining
'JCFSSPMMTTVDIBT5FSSB5VCFDBOĕMUFSthe water as well as slow velocity.
0OTJUFQFSTPOOFMTIPVMENPOJUPS
retention BMPs frequently.
Check dams slow the ow of water and
allow sediment and debris to drop out.
Insuciently sized and maintained sediment trap .
3FVTFBCMFDIFDLEBNTTVDIBT4QSJOHBerms can be very cost eective over
time and are easy to install.
20DUST CONTROL AND DEWATERING
DUST CONTROL AND DEWATERING
KEY POINTS t%FWFMPQFSDPOUSBDUPSJTSFTQPOTJCMFGPSDPOUSPMMJOH dust, mud, and debris within the project limits. tćF$JUZPG,JSLMBOENBZEFUFSNJOFBUBOZUJNF during construction that implemented dust, erosion, and sedimentation control measures are not sucient and additional action is required. t8IFOBQQMZJOHXBUFSUPUIFTJUFNBLFTVSFUPOPU apply so much that runo is generated. t0OMZVTFOPODPOUBNJOBUFEXBUFSGPSEVTUDPOUSPM applications. t5BDLJĕFSTBOETQSBZNVMDIFTDBOBMTPTFSWFUPDPOUSPM sediment from being blown away. t%FXBUFSJOH Dz%JTDIBSHFTTIBMMBMXBZTNFFUXBUFSRVBMJUZ HVJEFMJOFTMJTUFEJO1PMJDZ& Dz%JTDIBSHFTUPUIF,JSLMBOETUPSNXBUFSTZTUFN NVTUCFCFMPX/56BOEOPUDPOTJEFSFEBO illicit discharge (KMC 15.52). Dz"MMQSPKFDUT FYDFQUTJOHMFGBNJMZJOĕMM
NVTU obtain permit authorization from King County Industrial Wastewater Program. Dz4JOHMFGBNJMZJOĕMMQSPKFDUTNBZEJTDIBSHF to sanitary sewer without a permit from King County Industrial Wastewater Program as long BTUIFEJTDIBSHFJTMFTTUIBONH-PGTVTQFOEFE TPMJET TFF1PMJDZ&
Make sure that enough water is used to moisten the soil but not so much that
water runs o.
21DUST CONTROL AND DEWATERING
1VJGT$/2UVQ%QPUKFGT t5BDLJĕFSTt4XFFQFSUSVDLt4UPSBHFUBOLTt&EVDUPSUSVDLt5SFBUNFOUt%JTQFSTBMTZTUFNTJOFTUBCMJTIFEWFHFUBUJPO
4JOHMFGBNJMZJOĕMMQSPKFDUTNBZEJTDIBSHFUPUIFTBOJUBSZTFXFSQFS1VCMJD8PSLT1PMJDZ&CVUDIFDLXJUIUIF$JUZJOTQFDUPSCFGPSFEPJOHTP
%FXBUFSJOHUVSCJEXBUFSUPUIFTUPSNTZTUFNNBZCFTVCKFDUUPĕOFTBOEDPTUrecovery (KMC 15.52).
%FXBUFSJOHUISPVHIEJTQFSTJPOJOBTBOEUSBQPSJOWFHFUBUJPODBOCFVTFGVMJGXBUFSBOETPJMJTOPODPOUBNJOBUFEBOEJUXJMMOPUHFOFSBUFEPXOTUSFBNTVSGBDF
runo.
22FILTRATION & CHEMICAL TREATMENT
FILTRATION & CHEMICAL TREATMENT
KEY POINTS tYou must be a certied technician to apply occulants to construction stormwater. Formal XSJUUFOBQQSPWBMGSPN&DPMPHZJTSFRVJSFEGPSUIF VTFPGDIFNJDBMUSFBUNFOUSFHBSEMFTTPGTJUFTJ[F t*GZPVIBWFOFWFSEPOFDIFNJDBMUSFBUNFOUPG stormwater you need to seek professional help to assist you in meeting the regulatory requirements and to be successful in treating the water. t'MPDDVMBOUTBSFĕMUFSBJETUIBUDPBHVMBUFQBSUJDMFT together, so they get large enough for gravity to settle them or be caught by a lter. t*GZPVVTFDIFNJDBMĘPDDVMBOUT
ZPVNVTUGPMMPX %JOUIF,$48%. t5SFBUNFOUNBZCFOFDFTTBSZPOQSPKFDUTUIBUEJTDIBSHF to sensitive receiving waters, for dewatering a site, for managing water discharging from site with contamination, or even as pretreatment to permitted sanitary discharge. t4JUFTUIBUQMBOPOXPSLJOHUISPVHIUIFXJOUFSOFFE to consider advanced treatment to stay in compliance through dicult weather and have a plan and footprint to implement when it becomes necessary. t"MMĕMUFSTDBOHFUQMVHHFEBOEOFFENBJOUFOBODF PSSFQMBDFNFOUUPSFNBJOGVODUJPOBM5PNJOJNJ[F that impact, source control BMPs discussed earlier need to be installed to prevent pollutant loading to the treatment system. Most automated sand lters can TFMGDMFBO t%SZJDFDBOCFVTFEUPOFVUSBMJ[FIJHIQ)XBUFS
'MPDDVMBOUT
TVDIBTDIJUPTBO
DPBHVMBUFUIFĕOFQBSUJDMFTJOUIFXBUFSUPQSPNPUFsettling. When used in combination with a lter, water can be made very clean.
23FILTRATION & CHEMICAL TREATMENT
1VJGT$/2UVQ%QPUKFGTtDewatering bags tVegetated spray eldtWater storage tanks tStormwater treatment servicestChemical Enhanced Sand Filtration (CESF)
5SFBUNFOUTZTUFNTDBOUBLFVQGPPUQSJOUPOBQSPKFDUBOETIPVMECFQMBOOFEXFMMJO
advance.
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Advanced treatment systems can be used to treat stormwater and groundwater to
address many dierent pollutants.
24
Schedule a Final Inspection when your site is fully
stabilized/landscaped:
www.Mybuidlingpermit.com
Final Approval Requirements:
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www.kirklandwa.gov/devservicesQTEQPVCEV
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www.ecology.wa.gov/Regulations-Permits/Permits-
certifications/Certified-erosion-sediment-control
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www.kirklandwa.gov/devservices
To report a spill, please call 425-587-3900.
POLLUTION CONTROL FORCONSTRUCTION ACTIVITYPOLLUTION CONTROL FORCONSTRUCTION ACTIVITY
This project is funded by the
King County Wastewater Treatment Division