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Home My WebLink AboutStorm Water 1-5 BLD-2018-0040 1520 Latitude Circle L.or/7 P 9 COMMUNITY, it ECONOMIC PEVEDIPP NT[P>EP.'E1 i� NT Mailing Address:PO Box 547,Aacortes, WA 98221 a Phone:360.299.1984,Fax:360.293.193E e09, 4 Complete Residential a t ormwater Plan Checklist Minimum Requirements 1-5 Stormwater requirements are based on the 2012 Storm water Management Manual for Washington QSWMMiWW).A Oink is provided on The City offAnacontes website,under PlanningWestern Department,Stormwater Regulations,as well as under the Engineering Residential c�.nstPootion is exempt ffr®m additional s$®P�;; bard e ayes, s use beyond that from ionain a o Division in of es no expansion Works. water provisions if it involves no ettpansi®n of impact. �,and results in no significant adverse hydrological Building permit applications for Dots that are part of a subdivision that was recorded no years prior to the data of the complete building more than 10 codes in effect at the time the subdivision application was submitted, if stormwater was �permit application may continue to use the s$orrru�ateP The subdivision/plat level. if construction has not started as offJanoary 1,2022,the site the 2012/21)14 monoal° addressed a$ win he subject to if your project adds less than 2,000 sq.ft.of new pies replaced hard surface area AN* less than 7,000 square feet of Dand,you must consider all 23 Elements of the Construction Pollution flan(SWppp)p Fill out the S�9PPp Checklist and eEsplairn how t � which disturbs describe how site Cc•,ndi$ions render the element onn,�Qessaq and the �°otDon St®Pm�a$er he exemption are Thacont elementered,or clearly justified. you will not need to continue with this document, e�cePruption ffP®i that is if your project adds 2,000 sq. ft.or more of new pies replaced hard surface area,OR which 7,000 sq. ft.or mere nff land e 6�v�lnimom ti@lulF iuents 1 5 of the S@ J'�fv'dd'+ apply,a l and you can continue with this document. Pff adding 5,000 sq. ft.or more of new hard suffaees/©3° c®nveritting 32,6�1® disturbs 108,900 s .fib.or sq.ft.or more of vegetation to lawn or landscaped area/OR vegetation to pasture—Minimum Rega iPQrnen:¢ 3-9 f the SWMMWW apply. Dff Minimum apply, PequOPemen$s 1-9 a l please see the Large Sale Storm rater Plan ChecC • � more of native requirements. Checklist for additional submittal ��a ,©caner Name:48 ( site Address:��Z , /�G(OFA c Brief Description of the Project: Pm Developed Conditions Runoff of She Site: JA 2. l�22, 2®g� page fl of 4 aPc Developed Conditions£ Runoff off the Site: SuGu�i marke dofrucult Slb parameters,tcrs,the natural drainage tem,sand drainage to and ifFO t adjacent properties,lnchodang bypass flows: ❑ H ydrobgucal Site nano Collect and analyze information #,n existing conditions to aid 6n cleterrm hung low impact development feasibility evaporate,transpire,and infiltrate, with the following information:am;n®sg appropriate to o Survey by land Sum yor,Engineerr©©P other qualified professional:Show existing public and private development, infrastructure, hydrological features(seeps, springs,closed depression areas,drainage smiles,streams,wetlands,and water bodily Rimy and classification report showing wetland and buffer boundaries),flood hazard areas,geological hazards,huffffom aquifer and wellhead protection areas,topographic Matures that may act as natural 4'aormwliter storage, infiltration,or conveyance. include the natural receiving waters that stormwater runoff will either directly or eventually discharge.Show topography,display acreage and outlines of all drainage basins;existing sttormwafter drainage to mid from the site; routes to existing,construction,and future flows at all discharge points;and the length of travel from the farthest upstream end of a prc,posed storm drainage system to any proposed flow control and treatment facility. ldenti y areas of potential erosion problems Show contours s as follows: Up to 10%slopes e 2 ft.contours ° Over 10%to less than 20%slopes o 5 fft. contours 20%or greater slopes e 10 ft.contours Elevations at 25 ft. intervals o Soils Report:Done by a soil scientist certified by Soil Science Society of America, licensed sewage designer,or other Witably trained persons working under the supervision of a professional engineer,ge•logist, hydrologist, car any other professional supervised by an engineering ge:•logist registered in Washington State.(Soils Report Page March 22, 2017 .ff 4 must include details as listed on Pg.79). In addition,describe soils by name,erodibility settleability,permeability,depth,texture,and soil structure. , Testin should occur between December 1 and A rift o Soils Map:Based on the report. o Preliminary Development Site Plan Layout: lots,landscaping features,on-site stormwater at agement BMPS(Det Determine parkingePmine BMPs starting on Pg. 95.Suggested BMPs correlate with responses to the 13 eleme SWPPP,Pg.237,and preliminary location of stormwater treatment and nts of the retention/detention facilities.Considerations are on Pg.83.These methods could reduce required facility sizes,but are not required for approval.Show existing a proposed contours,show all cut and fill slopes indicating top and bottom of slo ea a lines,and identify developed condition drainage basins. p tch o Survey of existing native"vegetation cover. and vegetation protection areas ro This is only required if there are native soil licensed architect,arborist,qualified biologist foroh project e site.Survey oponeni d done by a forest areas on the site and a plan to protect those areas.The preserved area identifying any placed in a separate tract or protected through recorded easements for individual to be o Vicinity Map:Clearly locate the property, lots. route of stormwater off-site to the local atural receiving water,and show all roads bordering the site,show the geographic features and sensitive/critical areas(streams,wetlands,lakes,steep slo etc). pas, 0 Construction Stormwater Pollution Prevention Plan implemented beginning with initial land disturbance and until final stabilization.From(SWPPP)—The SWPPP shall be through April 30,clearing grading and other soil disturbing activities shall onlybe e October if 1 shown that silt-laden runoff will be prevented from leaving the site through on pg.44. Best Management Practices(BMPs)Standards and Specifications permitted if pPlease see pg.230 for details using theSite to methods on listed 2 1. are listedntepg.materials: o Narrative:Explain and justify the pollution Analysisprevention ecisionso made.This will contain concise information concerning existing site conditions,construction schedules, wet tatn season construction activity,constraints,and other.pertinent items that are not contained on the drawings This is based on the 13 Construction Elements, be considered unless site conditions render the element unnecessarythe which must exemption is clearly justified.Elements listed on and pg.236. pg.44&described in detail starting on o DrawIngs&Notes:Where and when the BMPs should be installed,the BMPs are expected to achieve,and.actions that will be taken if the performance goals wetlands delineation).If a facility is are not achieved.Show water quality monitoring locations. performance the o Special Reports&Studies:Include any studies i.e,required and feasible for Minimum Requirement g,a PIT Test must be done in the location that the facility location is proposedy development based on the preliminary plan layout. pment site 0 Other permits:Any other necessary permits as required by other regulatory agencies. those permits include conditions that affect the drainage plan,or contain drainage-related requirements, cues,identify uG more restrictive Prior to Final Stormwater Ins action 0 Permanent Stormwater Control Plan Drawing:Select QMps basec9 on theDevelopment Site Plan Layout from the Site Analysis SurnmaPy. Provide a scaleudrawin un. of the March 22, 2017 Page 3 of 4 l logs)and any public IR®Vv that dis*lays the location of in-Site BMPs and the areas sere torn.These documents will be recorded and attached to a declaration of covenant and grant by n easement associated with each lot that includes On-site III Gas, Pr vide design details figures, of and maintenance instructions for each 9.1P. provide a written summary of how. grant h the applicable requirements. o ��res, � it complies with Prior Final gr a aracr ❑ Operation A Maintenance Manual:include a manual for each flow control and treatment facility,including any distributed bloretentiin facilities that are used to help meet(flow co and/or treatment requirements.The manual shall include a crjpj© of the facility,what tt does,and how it:�.-oriss, it must also identify and describe the maintenance tasks,and the tit frequency of each task.The Tasks and frequencies must meet the standards of the SW include a maintenance activity where it should be kept and made available iffori inspection by cate what theons will have been taken��] o 0 Declaration off Covenant for prhyately Maintained Flom Central£A Treatment ent Facilities end Oa- Site SSorrnrater Management UV&Any Blow control&treatment facilities and On-Site Stormwater management BMPs for which the applicant identifies operation be the responsibility of a private p maintenance ntenance toeasement.After City approval„the declarat®naof ce�enaarati®n *f covenant and grant of nt ansigned and recorded. Design details,figures,and maintenanced instructions grant of forr anymen t Slap be h attached.A map showing the location of newly planted and retained trees claimed as flow redaction credits shall also be attached. snail be 0 Record DOMar tentt&Record total impervious surface area of the site and their l county auditor. locations with the Dy signing belt w,yen are certl 6ng that yen have read and mnderst an 9 the stormweter requirements. o 2e sure that you have checked off ail applicable b®ttes. t . '' ( ' �ppiican Signature --- -- / — — — ®at March 22,20t7 page 4.of 4 EXHIBIT "A" (1520 Latitude Circle—Lot 17, Plat of 48 North) Responses to the "Complete Residential Stormwater Plan Checklist—Minimum Requirements 1-5". Brief Description of the Project: To construct one Single-Family Residence (SFR) on a single legal lot within the City of Anacortes. The existing property is located at 1520 Latitude Circle, which is Lot 17, Plat of 48 North, and is 12,440 square feet in size, Zoned as R2. Pre Developed Conditions & Runoff on the Site: The property is vacant. The site slopes from the southeast to the northwest at a grade of approximately 12%. The property is bounded as follows: NORTH: Lot 18,48 North. NORTHEAST: Fully improved street of Latitude Circle. EAST: Lot 16,48 North. SOUTH: P82597, 4300 Whidbey Court, and P82596, 4302 Whidbey Court. WEST: P56573. Developed Conditions & Runoff of The Site: The proposed improvements are as follows: Construct a SFR with an approximate lot coverage of 17.6%, and an impervious lot coverage of 38.8%. No detention was required for the Plat of 48 North, but there is an existing water quality bio-swale for the plat. A roof drains and footing drains will be hard lined to the existing stormwater collection system. The point of connection for Lot 17 is located at the northwesterly corner of the lot. After construction, landscaping will be provided to permanently stabilize the site from erosion. Summarize difficult site parameters, the natural drainage system, and drainage to and from adjacent properties, including bypass flows: The site slopes from the southeast to the northwest at an approximate grade of 10%and the disturbed soil has been seeded and/or mulched to reduce erosion. The only tributary drainage the lot could receive is from Lot 16 to the south. However, the stormwater runoff from Lot 16 will be directing to the existing stormwater collection facilities located within said Lot 16 and will not impact Lot 17. Hydrological Site Plan: Survey: A topographic survey has been performed by Herrigstad Engineering, showing the existing improvements around and within the subject property, along with the existing contours at 2-foot intervals. Soils Report: A Geologic Hazard Assessment and Geotechnical Engineering Services report was prepared by GeoEngineers, dated July, 21, 2015, and is already part of the record documents provided to the City of Anacortes. Preliminary Development Site Plan Layout: An "Erosion Control &Site Plan" has been prepared by Landed Gentry Development, Inc., showing both the existing and proposed improvements as requested. See attached. A "Survey of existing native vegetation cover" was performed by the Urban Forestry Services, Inc., for the project, dated August 12, 2015, and a tree preservation plan was developed and adopted by the City of Anacortes. A "Vicinity Map" has been provided on Sheet 2 of 2 of the "Erosion Control &Site Plan", attached. Construction Stormwater Pollution Prevention Plan (SWPPP): See Exhibit "B", attached. Other Permits: Building Permit for SFR. 40T %7 48 Ai a°i ' �� P � ing, Community, & Economic Develop�r ent Depa lent ! PO fox 547, AnacoFt s, Wi A 91221 ��,r w,V �r�� PH: 36a299.ig84 o d 13 Elements of $ Ppp (COBStrEIC& St,rtnif r•1.W a' Prevention Plan) Please check off boxes to show that each element has been read and understr•od.Provide details applicable and if certain aspects are unnecessary or exempt,clearlyUsti Details of the 13 Elements and the correlating BM Ps are listed on� � where �' ff1y. B6 of the 2014 Stormwater Management Manual for Western Washington pwwawWW;.Ali k is provided;I n the City of s nacortes website,under Pl. sng, Community,&ECG n*mio Development Department,as well as under Storrnwater on the Engineering Division of public Work's page. Owner Name: a Ant A C ; L. C.- Re Address: /'52 0 L AT 1 TkD Prepared By: lDif� �'� The Stormwater checklist or building permit determined that: 0 The 13 elements must be addressed for 0 These elements must be addressed for c®osQPuotfi®6U activity adding under 2,000 sq.ft.of hard surface area. QonstPuc�ti:• activity adding�,®�®s�.ft. or more of hard surface area. This means that an attached narrative and site pan are required with this document. Und r each dement lain the best to na emen racece2 Napo M „d cpff'n�12 for ose that will not be used. if needed lease attach a nawaHue t®ff ' �Da ��a�° are Usti t t ono Maher�E? Dab has oP EIEG AENT Lo preserve VegetationeMart1/4 Clearing Limits 0 Before beginning land disturbing activities, including clearing and grading,clearly marl(sill clearing limits,sensitive areas and heir buffers,and trees that am to be preserved within the construction area, 0 Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. 'arch,2017 page 1 off 8 !ELEMENT 2: Establish Construction Access ❑ Limit construction vehicle access and exit to one route, if possible. ❑ Stabilize access points with a pad of quarry spalls,crushed rock,or other equivalent Ps, tt minimize tracking onto roads. 0 Locate wheel Wash or tore baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto• roads. 0 if sediment Os tracked off site,dean the affected roadway thliroughly at the end of each day, or more frequently as necessary(ex:wet weather). Rey love sediment from roads by shoveling, sweeping,or pick up and transport the sediment to a controlled sediment disposal area. 0 Conduct street washing only after sediment Os removed in accordance with the above bullet. ❑ Control street wash wastewater by pumping back on site or iitherwose preventing it from discharging into systems tributary to waters of the State. (UMW 3:Control Flow Rates 0 Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. 0 Where necessary to comply with the bullet above,construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement(e.g.impervious surfaces). ❑ If permanent infiltration ponds are used for flow control during construction,protect these facilities from siltation during the construction phase. C f,EMET Co install Sediment Controls 0 Design,install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. 0 Construct sediment control SMPs(sediment ponds, traps, filters,etc.)as one of the first steps in grading.These fMPs shall be functional before other land disturbing activities take place. ❑ Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment c•ntrols must address factors such as the amount,frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff,and sill characteristics, including the range of soil particle sizes expected to be present on the site. ❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sedim!nt removal OMP, before the runoff leaves a cccmstruction site or before discharge to an r' Page ®f ;arch, 2017 infiltration facility. Runoff from fully stabilized arias may be discharged without a sediment removal MP,but must meet the flow control pedormarce standard in Element#3,bullet#1, ❑ Locate BMPs intended to trap sedirnne.,t on-site in a manner to avoid interference with The movement off juvenile salmorids attempting to enter off-channel areas or drainages. ❑ provide and maintain natural bw l ers around surface waters,direct stormwater to vegetated areas to increase sediment removal,and manimize stormwater infiltration. ❑ Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. RENEW Se Stabilize Soils 0 Stabilize ettp•sed and unworlaed s•uls by application of effective BMps that prevent erosion. Applicable[ MPs include, but are not limited to:temporary and permanent seeding,s mulching,plastic covering,erosion control fabrics and matting,soul application of odding, polyacnjylamide(PAM), the early application of gravel base early on areas to be paved,and dust control, ❑ Control st.,rmwater volume and velocity within the site to minimize soil erosion. ❑ Control stormwater discharges, including both peak flow rates and total stormwater e° T. minimize erosion at outlets and to minimize downstream channel and stream bank osi n ; ❑ Soils must not remain exposed and unworked for more than the time peru•ds set forth below To prevent erosion. o During the dry-season(May 1—Sept 30): 7 days o During the wet season(Oct 1 Apr 30):2 days ❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather fforecast. ❑ Stabilize sgil stockpiles from erosion,protect with sediment trapping measures,and where possible, be located away from storm drain inlets, waterways,and drainage channels, ❑ Minimize the amount of soil egposed during construction activity. ❑ Minimize the disturbance of steep slopes, ❑ Minimize soil compaction and,unless infeasible, preserve topsoil. ELEMENT io Protect Slopes 0 Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces(ER:track walking). Page 'arch, 2017 of ❑ Divert off-site storrruwater f run-on)or gr.und water away fro-( slopes and disturbed areas with interceptor dues,pope,and/or males. Off-site stormwater should be managed separately from storm,s ater generated on the site. 0 At the top c'ff slopes,collect drainage in pipe slop drains or protected channels to prevent erosion. o °Temporan pipe slope drains mast handle the peak volumetric ffOow rate calculated using a 10-minute time step from a Type IA,10-yyear,24-hour frequency flown for the developed condition.Alternatively,the 10-yyear, 1 hour flow rate predicted/indicated by an approved continuous runoff rncdel,increased by a factor of 1.6,may be used.The hydrologic an,.lyysis must use the existing land cover c•,ndition for predicting t o v rates from tributa- areas outside the project limits.For tributary'areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever mall produce the highest flow rates. If using the V✓extern Woof on f ydrolog} Model(WWil;1M)to predict Rows,bare scil areas should be modeled as 'landscaped"area. o Where 15-minute time steeps are available in an approved continuous runoff ru:&del,they may be used directly without a correction factor. 0 place excavated matenai on the uphill side of trenches,consistent with safety and space ace p 0 Place checks darns at regular intervals within constructed channels that are cut down a slope. 0 Consider soil types and its potential for erosion. ❑ Stabilize soils on slopes,as specified in Clement S. 0 OMP combinations are the most effective method of protecting slopes with disturbed soils. Use both mulching and straw erosion control blankets. Ex: ELEMENT 9T 7: protect Drain Onlets 0 Protect all storm drain inlets made operable during construction so that storrnwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment 0 dean or remove and replace inlet protection devices when sediment has filled one-third of available storage 4/Mess a different standard is specified by the product manufacturer). the 0 Where possible,protect all existing storm drain inlets so that stormwater runoff does not e the conveyance system without first being filtered or treated to remove sediment. rater 0 keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided beffoPe the storm drain discharges to waters of the State. ❑ inlets should be inspected weekly at a minimum and daily during storm events. March, �'.��1� Page 4 03 Eta , E 34 ao Stabilize Channels and Outlets 0 Design,construct,and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. ❑ provide stabilization,including armoring material,adequate to prevent erosion off outlets, adjacent streambanks,slopes, and downstream reaches at the outlets of all conveyance systems. ❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessaly to function as an anchor and to slow the flow of a ater, RENEW 1: Control Pollutants 0 Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. 0 Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. 0 provide aver,containment, and protection from vandalism for all chemicals,liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure.Double-walled tanks do not require additional secondary containment. 0 Conduct maintenance, fueling,and repair of heavy equipment and vehicles using spill prevention and control measures. dean contaminated surfaces immediately fall*wing any spill incident. ❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. 0 Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stern,water runoff. Follow manufacturers°label requirements for application rates and procedures. 0 Use BMPs to prevent contarninatic.;n of stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to;bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes,dewatering concrete vaults, concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page March,2017 of 0 Assure that washout of c•ncrete tracks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ganged, or into storm drains,open ditches, streets,or streams. Do not damp excess concrete on site, except in designated concrete washout areas.Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. ❑ Obtain written appr®@Pal from Ecoio;'y and pro vide to the City before using chemioi treatment other than CO2 or dry ice to adjust pH. 0 'YVoody debris;.,ay be chopped and spread on site. 0 Conduct oil changes,hydraulic system drain down,solvent and de-greasing cleaning operations ffuel tank drain down and removal,and other activities which may resent in discharge or spillage of pollutants to the ground or into storrnwater runoff using spill prevention measures, such as drip pans. ❑ Clean contaminated surfaces immediately ffolio,'ring any discharge or spill incident.Emergency repairs may be performed on-site using temporary plastic placed beneath and, if mining, ever the vehicle. d fi T SD:Control De-Watering ❑ Discharge foundation,vault,and trench dewatering water, which have characteristics similar to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. O Discharge dean, non-turbid de-watering v ater,such as well-point ground water,to systems tributary to,or directly into surface waters of the State,as specified in Element 8,provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site;for example,a creels running through a site, 0 Handle highly turbid or contaminated dewatering water separately from stormwater. 0 Other treatment or disposal options may include: 1. infiltration 2. Transport of-site in a vehicle,such as a vacuum flush truck for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. 5. Use of a sedimentation bag with outffall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation,clay shell digging,concrete tremie pour,I r work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden(muddy)water into waters c f the State likely constitutes a violation Page 5 of March,2017 off water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiitratir•n and preserving vegetation. ELEMENT Maintain t Mps 0 Maintain and repair all temporary and permanent erosion and sediment cr_;ntrol EIMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. 0 Remove all terripora,,,-er*sion and sediment control 8MPs within 30 days after achieving final site stabilization or after the temporary ESMPs are no longer needed.Some temporary erosion and sediment control BM Ps are hie-degradable and designed to remain in piece Mowing construction such as compost socks. 0 Provide protection to all Bf Ps installed for the permanent control of star, !water from sediment and compaction.All P.! ;Ps that are to remain in place following completion of construction shall be examined and placed in full operating conditions. Of sediment enters the OMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the constructi4 n documents. ❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of SMPs or vegetation. RENEW 22a MOanage the Project—Projects subjcect to Minimum Requirements 1 9 must have a Certified Erosion and Sediment Control dead (CESCL) for site inspections. Projects subject to Minimum Requirements 1 5 do not require the inspector to be certified. By the initiation of construction, the SWPpp must identify the C SCLL or inspector, who shall be present on-site or on-call at all tunes. Management details starting on [,; . `: :; 0 Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction, 0 inspection and monitoring m Inspect,maintain,and repair all bMPs as needed to assure continued perfformance of their intended function. 0 Maintain, update,and ample, lent the SWPpP, 0 Clearing and grading activities fir developments shall be permitted only if conducted using an approved site development plan(e.g.,subdivision approval). ❑ From Oct thrs,ugh Apr 30,clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: March,2017 Page 7off 3 1. Sate conditions including existing vegetative coverage,slope,soil type, and proximity to receiving waters. 2. LIP It activities and the extent of disturbed areas. 3. Proposed erosion and sedl ent control measures. Weather conditions can influence the seasonal limltatl•,n on site disturbance. The City of Anacortes has the authority t;,take enforcement action per AMC 19.76 Stormwater. 0 The following activities are exempt from the seasonal clearing and grading llr,;atatlons: 1. Routine maintenance and necessary repair of erosion and sediment control l MPs, 2. Routine maintenance of Public facilities or existing utility strasctures that do not expose the soil or result in the removal o f the vegetative cover to soil 3. Activities where there is 2 %infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. ELEMEIT ado Protect Low Impact evelopment 0 iVMPS 0 If implementing any blo retention facilities or rain gardens,see Pg. Z :1 for requirements. Applicant Signature D. March, 2017 Pa=e offF EXHIBIT "B" (1520 Latitude Circle—Lot 17, Plat of 48 North)Responses to the A—(6 , "13 Elements of SWPPP" (Construction Stormwater Pollution Prevention Plan) ELEMENT 1: Preserve Vegetation/Mark Clearing Limits The clearing limits will be marked by using either BMP C233: Silt Fence, or BMP C103: High Visibility Plastic or Metal Fence, as shown on the Erosion Control Plan. C233 is to be used along the west and north property lines and the C103 along the east and south property lines. Preservation of the native top soil will be preserved as much as is practical by use of a stock pile as shown on the Erosion Control Plan. Stock pile location may vary. Stock pile shall be protected as indicated on the Erosion Control Plan. ELEMENT 2: Establish Construction Access BMP C105 shall be used as the construction access. Only one access point is proposed. No wheel wash is proposed. Any track out shall be cleaned daily by shoveling and/or sweeping. More frequent cleaning as necessary. ELEMENT 3: Control Flow Rates No flow rate controls are designed for the individual lot. However, erosion control BMPs described in ELEMENT 4, below will reduce velocity of flows. ELEMENT 4: Install Sediment Controls The following BMPs are proposed as temporary sediment controls: C233: Silt Fence To be place along the perimeter of the site to protect downstream properties from the transport of coarse sediment, as well as to mark the clearing limits for the construction crew and to alert the public as to the potential dangers of the ongoing onsite construction activity. C105: Stabilized Construction Entrance uo ! � ez ! 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Erosion Control Notes for Residential Construction - LINE lE ----- 4T °c ` LOT LINE ABBREVIATED LEGAL DESCRIPTION: clN of Anacodes 19 EXIST LOT 171 48 NORTH PLAT do PUD, SECTION 22, v GRADE / TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT COUNTY, STATE OF A. Erosion Control Best Management Practices shell be LANDED �)^ �� fk1• i // WASHINGTON, A.F. 201705020028. In place per the accepted site plan prior to any A ZV D )," GENTRY D PROPOSED PERIMETER �- construction sled. Cj\ I y PER BMP C 03CONSTRUCTION FENCE I %' B. The erosion control shall be Inspected once a day and HOMES AND COMMUNITIES SOC //I modified to meet the surrounding conditions as C. The estorm drain system shall be cleared dally GENERAL NOTES (leaned to a. Alltanceof systems shall be cleaned to the acceptance of the City ofAnacortes OWNER: 1 j 1 prior to acceptance of the project LANDED GENTRY I f j D. Stabilized construction entrances and roads shall be 504 E. FAIRHAVEN Installed at the beginning of construction and BURLINGTON, WA INLET C220 pROTECTI IN ' LOT 16 I Additiomaintained dur nall measurese ay be required such as wash 1—duration of the project (33 ) 1— 3 —755-9021 TERTYPE i I j I pads to ensure that all paved areas are kept dean. No BUILDING., mud is allowed to enter onto City streets. UPPER FLOOR AREA— 1, 106 SF LOT LINE j E. Any soils exposed that will not be disturbed for two (2) MAIN FLOOR AREA— 1,988 SF days during the wet season or seven (7) days in the LOWER FLOOR AREA— 501 SF dry season shall be Immediately stablllzed with the OT LOT L FLT�3,59 SF EAIIE i I _ ——--- -—- - approved ESC methods (seeding, mulching, plastic i I �� /►(� I covering, etc,) GARAGE AREA— 541 SF BACK OF G � j/ ( - 11 ) 111 � I F. Two (2) weeks prior to the beginning of the wet N L I.VV season October 1), all disturbed areas shall be SITE,* SIDEWALK i - -� j JAN �\ reviewed to Identify)which ones can be Seeded In TYPICAL -, , \ j preparation for the winter rains. Disturbed areas shall ZONING: be seeded within one (1 ) week of me beginning of the PI (UNDERLYING R2) wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be SETBACKS ��\ ( submitted to the Project Mana The Pro ect ALL SETBACKS IN COMPLIANCE j CHECK DgMPERBMP q J gar' ) WITH CITY GUIDLINES C207: CHEECK DAMS, Manager can require seeding In additional areas in \ � SIDEYARD MIN 5: 15' COMBINED ` 10' UnLITY I AS NEEDFD. / j j j order to protect surface waters, adjacent properties or REAR YARD MIN 22 EASEMENT LINE I Penaltdrainagies for FRONT YARD MIN 20' j j I G. Peneities for an Erosion Control violation are subject to a $30D to $1000 fine under Chapter 17.66 - BMp C121: MUL HINRL K y% Penalties for Violation. Each day Is considered a HEIGHT: IT POSSTVpNTH different violation. MAX. ALLOWED: 35' IS ITY AD DEP -�' j j '� i \ PROPOSED: UNDER PARKING I.OT LINE \, PARKING SPACES PROWDED= — -- — — �• . _ PROPQSED PERIMETER ® m \ 2 IN GARAGE, 2 IN DRIVEWAY POEORASBIMRPOCC103 o*` oo Dol DD L 0 T CO VERAGE 182.6 EXIST 2, 188 S.F. 189.2 BUILDING AREA: -- I - i EXIST GRADE GRADE � \ LOT AREA: I INLET PROTECTION PER . - " I 1Z440 SF. I C220, BLOCK& GRAVEL _ l 6EAST SIDE YARD l FILTER TYPE I — BUILDING SETBACK C{07: CHECK DAMS, P I LOT LINE I — — — — J/ --- - - - - - — — N --T _ _ _ _ AS EEDED. — PERCENT / 2,440GE 17.6X I M 7 MAXIMUM ALLOWED: 3Z5X I I TEMPOI CONSTRUCTION PROPOSED 44 SCH 40 PVC -- N 00'0� DRAIN LINE \ ENTRANCE PER BMP C105 FENCECONSTUN noS _ IMPERVIOUS COIF- - I (SIZE TO FIT) SPOUT 1 Uj FENCING AROUN EXISTING , _ 1 ' I e O i TREES AT DRI LINE PLUS s'. V lit 0 � � � � � � � � � � � � � � � .. � � � � � � � , � � � -0ERAGE 00101 I �� - _ - BUILDING: 042 S.F. YARD DRAIN \ S7EPSIWALKWAY: 2 57 SF. " ' ' ' " • (((//J FRONT PORCH., 47 SF. 1 FRONT DECK: 87 SF. 1 _ BACK P7T0: 96 SF. \ I \ T : I 4,826 S.F. 1 - \ LOT AREA: 12,440 S.F. j 1 PERCENT4,826 /COVERAGE., 40 =• 3B.8X 1 GARAGE 1 DRIVEWAYN MAXIMUM ALLOWED: 4ROX I � m DRIVEWAY f r` E �c i I j I ' Ey3% NORTH j I 1 BMP C121: MUL N� U6TION ' �•/ .� gig • . r SOIL DUALITY AN DEPTH 1 1 % 0 $ LAND N * E ED 9 o OR H dj I y K' o ----------� I SOIL STOCKPILE I r LOCATION l (COVER WITH PLASTIC j I 1 DURING STORM EVENTS) GRAPHIC SCALE 17 6 O 3 6 12 j 1 t2p)fdULCHIZI G&_ DEC FF UL• 201.80 I BMP .00NlTROCTDN �.�� , ( IN FEET ) Ts,133¢¢' PO µp DEPTH ABO E FF MAIN: 191.50 UNCOVERED I Xoriz. Scale: 1 Ivtch = 6 Feet j SOIUpU 7�� i FF LL: 181.40 PATIO PLACE CONSTRUCTION PROPOSED PERIM TER T 1 L PLACES SILT FENCING ON I FENCING AROUND EXISTING FENCING (TYP) PEIBMP 233 1 DOWN STREAM SIDE OF o 48 NORTH �. TREES AT DRIP LINE PLUS 6'. STOCK PILE, PER BMP 233 N \ SHARPE , 2-CAR LEFT PRIVATI I & UTILIE2ESHARED EMENT PER ELEVATION : CO- 1 AF420170 EASEMENT PER l \ ° AF#201702240096AND 20' \ 1 I ° NORTH FRONT YARD BUILDING \ j �\ LOT LINE & PLAT BOUNDARY SETBACK LINE l j \ ° 10 WESTSIOEYA120 i --_ 304, SOUTH, REAR YARD EROSION CONTROL & SITE PLAN BUILDING SETBACK j \ l BUILDING SETBACK LOT 17 1520 LATITUDE CIRCLE o�P� — cz6i�clDtEon sMP _ _ .4 � � � � � � � .1 � � � � � � � � � � .po 5 ANACORTES , WAL I ' iP�� AS-NEEDED- r. r2 __ SD w w ,00 'Z IL INLET PROTECTION PROP, 40 SS 0 C2201BTER NPE & GRAVEL SERVICE LINE Sso! N �- B B5P ppST-CO�Np pEPTHN JOB NO: PLAT OF "48 NORTH" UCOO p PROPOSED 4' SCH4 PVC Fq pROPOSEO PERIMETER SILT �� O KIN IlS— — _ — — — — — — — — —IN LI-E — _ — — _ — oG - EENCING (TYP) PER BMP C233 o SOIL OUAUTY ` PROPOSED 40SCH 40 PVC DESIGNED: LG DRAIN LINE EXIST - LOT LINE & PLAT BO NNDARY (� DRAWN 173.0 GRADE DATE: 01/18/2018 EXIST ,ZOGRAD '09 'DDT � ,B6.6£ r SHEET ,00 '04I 1 of i LANDED GENTRY IIOMES AND C0 M PPI U N I T I ES JAN 2 5 2o� a ® c Lovncs;Sea Cra(10 oyµey,P a 141n3t ^ 15111 St A. r m ,amsi � .i,;es mile 200 Shannon Point t)lh St - d5t % V13 . Shannun Puhd m - Marine Center rt ` , ._,:` ''% IAr 4A in A. mPAP A PAP D O i LL i . n Sl Vi �� _ S it f A Ai _ O t C�j 211. ` SI AD , gyp;, f. = A, Ship Harbor Inn o SITE LOCATION Cranberry Lake Park ,, San Juan Airlines 0 _ - Sunset Ave . - SurIA Ave J, , n N ' •t• Al �,ugarioal S• - a Anacoiies .;r" - :i0th9 Q x = uyatlnvVay Ro.- Airport - _ Z MAP a 9 Art, Sl�f(lllli tlf- p to AAAc �s AAA o p '✓`�n`' Doerr 1t,P Old Sall's Deli & Markel kD Fu. ANACORTES , WA NOT TO SCALE Skyline Marine Center N Vr`tn 4 v4 rl. - '� x A 14 48 NORTH Skylina Marina CIA . c 4;: - - Owners Association d ' (All '�r': At,_ " ' SHARPE , 2-CAR LEFT ELEVATION : CO- 1 ,ry r C=, o ` gle Nitro , F':)4 A 1 1 Jr., 1 EROSION CONTROL & SITE PLAN Map data 02017 Google 1 ODO tt L._ __ _ .. —- LOT 17 1520 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 17 (P133675) 1520 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" ANACORTES , WA DESIGNED: LG DRAWN: DATE: 01/18/2018 SHEET 2 Or 2 CURB & GUTTER t ( , / I - I - �� r♦ r♦ P YR GHT-0F WAv ABBREVIATED LEGAL DESCRIPTION: n` LINE LOT 17, 48 NORTH PLAT & PI SECTION 22, LOT LINE DUST / I -- - I OF ANAICORTES,OSKAGIT COUNTY,EAST STATE OF CITY GRADE I WASHINGTON, A.F. 201705020028, �,►+� a' I I I — LANDED GENTRY HOMES AND COMMUNITIES SDD � I I WM I I �y LOT � � y INLET PROTECTI C2T IN i � I I TER TYPE I LOT LINE LANDSCAPE NOTES : 111111.7 EXIST I EXIST BACK OF G - I I \ PROVIDE (D TREE (EXISTING OR ADDED) PER 11000 SQ., FT, OF LOT (13 TREE6 SIDEWALK - I I \\ MIN. - VERIFY LOCATION W/ BUILDER) W/ A MINIMUM 2" CALIPER (PER CODE. - y I I TREES PROVIDED WILL BE A COMBINATION OF DOGWOOD, ALASKAN CEDAR, JAN 2 5 20i � - — i • g I I VINE MAPLE 4 WESTERN HEMLOCK (VERIFY LOCATIONS W/ BUILDER). VERIFY TREES TO BE REMOVED IN FIELD W/ BLDR. IF APPLICABLE. ` 10, UTIUTV EASEMENT LINE � � i I I \ PROVIDE LANDSCAPING IN A COMBINATION OF SOD LAWN AND PERENNIAL - - -- - PLANTING BEDS TO COVER A MINIMUM OF 20% OF THE LOT (211 SQ. FTI I � I VERIFY LAYOUT W/ BUILDER. I +-- - - - � — I LOT LINE L ------ gZM 600.0r ,fZ'Of 189.2 EXIS EXIST - - - EXIST I GRADE \ � GRADE 1 \ 5' EAS ARD � BUI GS ACK LOT LINE _ RO SCH VC 1IZ .00 Of DRAIN LINE o�1 I I S - O _ D , II YARD DRAIN o0000000000000 ® - - - 1 _ I I � 00 I I- ° \ O ° ° $ I J ° GARAGE I I ° DRIVEWAY Nto DRIVEWAY ° - (P) (E) I ° 6_3% / NORTH e I I ' o Cl/VE ED to DIN_ I I O Oro IAN ^ I OR H o I ° 1 GRAPHIC SCALE 17 6 0 3 6 72 I ' I ECk FF UL• 207.60 I ( IN FEET I s�� oys FFMAIN: 181.50 UNCOVERED i Horiz. Scale: 9 Inch = 6 Feet 1 FF LL• 181.40 PATIO PROPOSEDPFENCING CrYPPIEq BMP 233 • I �\ o ; \ I 48 NORTH J PRIVATE 20' SHARED ACCESS " ; I SHARPE , 2�CAR LEFT 8 UTILITY EASEMENT PER I • F6201702240M AND 20' - _ _ K LINE I a RTH FRONT YARD BUILDING I I BA70' WE TSIDE YARD \ � 1 — I 30', SOUHi, REAR YARD LANDSCAPE PLAN LOT LINE & PLAT BOUNDARY BUILDING SETBACK \ I ��_ BUILDING SETBACK LOT 17 I I I 1520 LATITUDE CIRCLE ANACORTES , It I � ,� - IBD� - . - - - - ® 000aoo � 000 ,00z �� r - - - . - PROP. 4' SS D o si` SERVICE LINE \ o p PROPOSED 4' SCH4 PVC , p • roe NO: PLAT OF "48 NORTH" SS DRAIN LINE op o PROPOSED 4' SCH 40 PVC DESIGNED: LG DRAIN LINE 178.0 (•\ _ — _ — \\ LOT U & 0 DARY EXIST DRAWN: 1730 ,ZO'09 - - ` \\--- - - - - ---- GRADE DATE: 0 1/1 812 01 8 EXIST GRADE 0000f ,8666f SHEET 1 of 1 ,OD•Ofl CURB&GUTTER P-� / 1 LOT LINE& �� ° •�� RIGHT-OF-WAY- 0 ? �i P O� LINE Ct- Erosion Control Notes for Residential Construction- P� 194.7 / LOT LINE ABBREVIATED LEGAL DESCRIPTION City of Anacortes �� EXIST 1 LOT 17, 48 NORTH PLAT & PUD, SECTION 22, GRADE / TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY �k1' I / 6 OF ANACORTES, SKAGIT COUNTY, STATE OF A. Erosion Control Best Management Practices shall be / PROPOSED PERIMETER WASHINGTON, A.F. 201705020028. n place per the accepted site plan prior to any CONSTRUCTION FENCE LANDED GENTRY GI PER BMP C103 construction start. SDC ,, _� 1 I / a B. The erosion control shall be inspected once a day and I-I O M E S AND COMMUNITIES modified to meet the° I / � surrounding conditions as needed.he stor/ C. T m drain system shall be cleaned daily GENERAL �� /t I A ) TES / (Section 7- drainage systems shall be Iv AL IV ccelptance of the City of Ana ortes ° . (Se 07.3). D / I WM / I � prior acceptance of the project LANDED x _ / Stabilized construction entrances and roads shall be GENTRY e e beginning of construction and BURLINGTON, WA INLET PRLITEG7"3 I installed at d g g 1� maintained d the duration of theproject. 98233 �s. ry C220 ASIN I it Additional during ER TYPE, I itiona measures may be required such as wash 1-(360)-755-9021 = pads to ensure that all paved areas are kept clean. No 1 mud is allowed to enter onto City streets. 1 t I LOT LINE n E. Any soils exposed that will not be disturbed for two(2) BUILDING UPPER FLOOR AREA- 1,106 SF ' I days during the wet season or seven (7)days in the MAIN FLOOR AREA- 1,988 SF 191. LOWER FLOOR AREA- 501 SF EXI X I -" I dry season shall be immediately stabilized with the AREA- 5 SF TOTAL FLOOR 3 59 GRA�jE I �- approved ESC methods (seeding, mulching, plastic BACK OF 1 I covering, etc.) GARAGE AREA- 541 SF SIDEWALK I F. o {2)weeks prior to the beginning of the wet SITE. (\�\\ Tw e season (October 1), all disturbed areas shall be TYPICAL �J reviewed to identify which ones can be seeded in for the winter preparation rains. Disturbed areas shall -- � � � � ZONING: CITY OF ANACORTES be seeded within one 1 week of the beginning of the t ( > g 9 P.U.D (UNDERLYING R2) iwet season. A sketch map of those areas to be x I PLANNING seeded and those areas to remain uncovered shall be SETBACKS: CHECK DAM PER BMP & BUILDING DEPT• ALL SETBACKS IN COMPLIANCE C207:CHECK DAMS, submitted to the Project Manager. The Project AS NEED)=D. APPROV P Manager can require seeding in additional areas in WITH CITY GUIDLINES 10'UTILITY order DEY D M , 15' COMBINED EASEMENT LINE I PLANS to protect surface waters, adjacent properties or RE AYA lM N I � MIT# OQ drainage facilities. 20' Penalties for an Erosion Control FRONT YARD MIN 20' R _ DRESS: subject �� ( ,,�Pe r I violation are sub'ec 1 \'to a $300 to $1000 fine under Chapter 17.66- BM?CA2.A' InCCtjDI1RUCT10N ROVE $ Violation. Each considered a POSE I AND DEPTH y _- 13. L different violation.1 A P D Y: Penalties for Viola " day is ° = I SOIL QUA HEIGHT: MAX. ALLOWED: 35' SBIECT TO FIELD INSPECTION. APPROVED PLANS PROPOSED:UNDER @ LOT LINE SMALL NOT BE ALTERED WITHOUT AUTHORIZATION. k PFP, POSED PERIMETER PARK PARKING SPACES PROVIDED= all T S R�9CT1OFECE ' 2 IN GARAGE, 2 1N DRIVEWAY I PER BMP C103 i 00.001 « sL 000ti � LOT COVERAGE 182.6 z oti ( EXIST I E 180,2 BUILDING A REA.GRADE EXIST GRADE INLET PROTECTION PER 2,188 S.F.S I C220, BLOCK&GRAVEL A 5' EAST SIDE YARD LOT AREA: a i Q�, ' I FILTER TYPE I BUILDING SETBACH CHECK DAM PER BMP i 82,440 S.F. Fw P�iM at A207: CHECK DAMS, LOT AS,NEEDED. (r PERCENT COVERAGE. 2188 � 2440 = 1 76" RY(? JSTRUCTION PROPOSED 4"SCH 40 PVCTEMPORA 00Obs I ENTRANCE PER BMP C105 DRAIN LINE N MAXIMUM ALLOWED: 37.59• (SIZE TO FIT) ��Z PLACE CONSTRUCTION �� e � � � 7 r � � � � � � � � � � � � � � � � � � �� TREES PLUS6. 5� �( FENCING AROUND EXISTING ��SP RIP LINE oc lM ER I/IOUS CO SERA GE ��^ BUILDING.- 2,042 S.F. STEPS/WALKWAY• 57 SF FRONT PORCH: 47 S.F. __ FRONT DECK. 87 S.F. BACK PA 770. 96 S.F. i. DRIVEWAY. Z 497 S.F. I` TOTAL: 4,826 S.F. AO2,440 L AS.F. I PERCENT COVERAGE. -I 4 I� I db �'�C- �N1 L?o 4,826 12,440 38.8/ = 9. _ DR6V N GARAGE o o ` MAXIMUM ALLOWED. 48.07 DRIVEWAY, a l� e iti llr tfa- BMP C12A MULCHING 8 / � POST-CONSTR�PTH S 0. NORTH �� I �`� SOII QUALITY AND D PQ S h A VERED I - - p LAN D)NG *ORCH SOIL STOCKPILE I M , 1 LOCATION LO _.... - ➢� (COVER WITH PLASTIC _ I I DURING STORM EVENTS) GRAPHIC SCALE + 0 17 X 6 0 3 6 12 I LGHING *�k ,� �P�'MGONST�Ep1N �._x _x�+� DECk FF UL 201.60 51 AND ABO(E FF MAIN: 191.50 ( IN FEET T TY A I SOIL QU FF ILL 181.40 UNCOVERED Hortiz. Sccile. 1 Inch - 6 Feet ATIO PROPOSED PERIMETER SIT I PLACE CONSTRUCTION f FENCING (TYP) PER BMP 233 PLACE SILT FENCING ON I FENCING AROUND EXISTING DOWN STREAM SIDE OF o i TREES AT DRIP LINE PLUS 6', STOCK PILE, PER BMPC233 I 48 NORTH PRIVATE 20'SHARED ACCESS N I & UTILITY EASEMENT PER �HARPE� -CAR LEFT AF#201702240096 AND 20' I ELEVATION: CO-1 I 1 NORTH FRONT YARD BUILDING I � l.i SETBACK LINE LOT LINE&PLAT BOUNDARY I 1 10'WEST SIDE YARD I 30', SOUTH, REAR YARD �+ CONTROL p �+ BUILDING SETBACK EROSION CONTROL & SITE PLAN � I � BUILDING SETBACK LOT 17 - - - - - -- - - - CHECK DAM PER BMP 1520 LATITUDE CIRCLE I P - �� C207: CHECKDAMS, K7! � � � � � � � � � � � � i � � �r � � � � � � � �O ANACORTE A % i (L� AS NEEDED. L r VE4 SD 00•Z UT ��AJ a � I fir ,OO.G O .� .. INLET PROTECTION PER pROP.4"SS o C220, BLOCK&GRAVEL SERVICE LINE G(a-55 � C121'•MULCHING& FILTER TYPE PROPOSEDAIN LINE 4"SCH VC Fq� � �4 P - FENCING(TYR) PER BMP C233 p PROPOSED 4 SC �.,� PROP PERIMETER SILT ��I �'� o 5,A POST-q �ND DF�THPLAT OF "48 NORTH" FENCI p SOIL QUA � .r, H 40 PVC , <° I L DRAIN LINE x,..x_ -=�x_x_.x_ DESIGNED: LG LOT LINE&PLAT BOUNDARY /+ EXIST DRAWN: 178.0 x®x®x®x�x`x_x�xvx._x�x—x.-x—x ®x®x®x®x—x—ex.�x x®>_. GRADE 173.0 EXIST x x�x�x�x�—x�.x��x��x�x x.�x.�x� x�x�x��x��x�x+�x®x -. x✓'` DATE: 41/18/2018 EXIST ZO'09 GRADE 00 Oi� ,00.OtiL ,86.6£' SHEET 1 of 2 LAN DF_. D GENTRY H OMES AN D C O M M U N I T I ES i I z ,ry i � { X Sg. i SITE LOCATION E-- o Z NOT TO SCALE ANAU" u" RTES , WA 48 NORTH SHARPE, 2-GAR LEFT ELEVATION: CO-1 EROSION CONTROL & SITE PLAN Map data 02017 Googly 1000 ft%,..,,,,,,,,,,,,a„U, , LOT 17 1520 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA G LOT 17 (P133675) 1520 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" a m ANACORTES, WA DESIGNED: LG DRAWN: DATE: 01/18/2018 SHEET 2 ®f