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Permit File BL-2020-0279 2802 Oakes Avenue
(Awe, Storm Water Minimum Requirements #1 to #9 ENGINEERING DEPARTMENT J Li vi P fi 904 6th Street Anacortes,WA 98221 4111:Wr } www.anacorteswa.gov 4 C O/X . [ MAY 1 8 2020 FILE COP Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: -* & Ptzsz►te.-mos-4 I...%T) Pr. 1.012. Z , El-erne-1C 8►1nP - k- C.3LSvF L-1- 70 ek P• 1Z P of— I.oQ ti 6tE PPf .O hl 6 x'ptrn�?-►c'( i-S�r 502E = 1oo- Einv_ra -s‘cE, Project Address: 2802 Oakes Ave., Anacortes WA 98221 Submittal Date: 05/18/2020 Parcel Number: P134590 Revision Number: 4 Permit Number: B(L r 2.02 u_0.27 9 Acceptance Date (COA): b 1 .ob•Za Reviewer: GS o Arch s-re., - lc ,( FRONT OF REPORT Submittal Checklist: o TAB#1 through #9 - Drainage Analysis -Minimum Requirement#1 to#9 o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Soils Analysis (Volume 1, Chapter 3.1.1) o APPENDIX 3 - Model Soil Management Plan for BMP T5.13 o APPENDIX 4 - Determining Construction Site Sediment Damage Potential (Appendix 7) o APPENDIX 5 - Site Plan with all applicable information (Minimum Size 11x17- 30 scale) o APPENDIX 6 - Documented Site Photos (North, South, East and West) o APPENDIX 7 - Drainage BMP Facility Maintenance Covenant, if applicable. To be recorded prior to the Temporary Certificate of Occupancy, Certificate of Occupancy or Final Acceptance. Project Description: (What is it you are looking to do? Provide details regarding, but not limited to, Lot SF, Home SF, New and Replaced Hard Surface) Construction of a new 3,633 SF home on a 34,069 SF lot. The new and hard replaced surface is 5,813.17 SF. Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence) (0.7821 ac) LOT 1 AND THAT PORTION OF LOT 2, BLOCK 301, NORTHERN PACIFIC ADDITION TO ANACORTES, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 9, RECORDS OF SKAGIT COUNTY, WASHINGTON. TOGETHER WITH THE WEST 1/2 OF VACATED CALIFORNIA AVENUE WHICH ATTACHES HERETO BY OPERATION OF LAW, AND BY ANACORTES CITY ORDINANCE NO. 2123 AND RECORDED UNDER AUDITOR'S FILE NO. 8911220068, RECORDS OF SKAGIT COUNTY, WASHINGTON, AS WOULD ATTACH BY OPERATION OF LAW. ALSO TOGETHER WITH THAT PORTION OF THE BURLINGTON NORTHERN RAILROAD RIGHT OF WAY DESIGNATED AS NORTHERN PACIFIC RAILROAD ON THE PLAT MAP OF NORTHERN PACIFIC ADDITION TO ANACORTES, AS PER Version Date: February 20, 2019 PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 9, RECORDS OF SKAGIT COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF SAID BLOCK 301; THENCE NORTH 68-23-16 EAST, 40.00 FEET TO THE CENTER LINE OF VACATED CALIFORNIA AVENUE AND THE POINT OF BEGINNING; THENCE NORTH 21-36-44 WEST, 345.03 FEET ALONG THE CENTER LINE OF AND PROJECTED CENTER LINE OF VACATED CALIFORNIA AVENUE; THENCE SOUTH 71-17-58 WEST, 1.29 FEET; THENCE SOUTH 85-15-14 WEST, 97.98 FEET; THENCE SOUTH 21-36-44 EAST, 179.93 FEET; THENCE SOUTH 57- 47-33 EAST, 13.54 FEET; THENCE SOUTH 31-27-27 WEST, 10.00 FEET; THENCE SOUTH 21-36-44 EAST, 176.66 FEET; THENCE NORTH 68-23-16 EAST, 95.06 FEET TO THE POINT OF BEGINNING. AKA LOT B OF BLA-2018-0010 SURVEY AF#201902210063 The site is somewhat level within the proximity of the home site. The site does have varying slopes of 14.1% or less on the south side and building site, with 30.6% on the north side. A soils analysis was done by MTC and the report has been submitted with the Building Permit Application. Critical areas are addressed in the MTC report. House to be setback 30'from top of slope near 100' OHWM noted on site plan. Construction Sequencing: (Note: sequence may not fall in this order, but close) o Installation of Erosion and Sedimentation BMP's. o Minor excavation work to ensure compliance with required BMP's under Minimum Requirement 5 and 6. o Installation of the footings and foundations. o Construction of the home. o Connection of the utilities to the home. o Installation of MR#5 required BMP's o Backfill of site with BMP T5.15 Post Construction Soils, Landscaping, driveway, driveway access. See Appendix - Model Soil Management Plan for BMP T5.13 Developed Conditions Summary: (Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard surfaces, proposed contours) Proposed slopes on hard surfaces are showing. Site plan is showing proposed grade. Cut and fill T.B.D. Provide the Infiltration Rates found during the rainy season: Inch\Per Hour - MTC report doesn't give filtration rate durning rainy season. What was the depth of the ground water table? >6' Feet and Inches below existing grade (See completed Soils Analysis (Volume 1, Chapter 3.1.1) - See MTC report Site Sediment Transport Score: _>100 Total Points (High\Low) (See Determining Construction Site Sediment Damage Potential(Appendix 7) Drainage Basin (2007 Storm Comp Plan — City website\publicworks\engineering\comprehensive plans): What Drainage Basin are you in? G9 Identify any downstream drainage issues (Storm Comp Plan: Yes, Identified If so, describe: Area #14—Oakes Avenue & Dakota Avenue—Basin G9 Version Date: February 20, 2019 Problem: The concrete outfall pipe is crushed. Solution: A developer will replace the outfall pipe as part of a larger development Project. The project cost below represents the portion of the cost that the City has agreed to reimburse the developer for off-site benefits. Complete the Applicability Requirements— Flow Chart (Figure I-2.4.1 Attached, Figure 1-2.4.2 Attached and Figure 1-2.5.1 Attached) - Highlight the path and attach DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#9 only). Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information. Version Date: February 20, 2019 Start Here Jr - L►oes the site P'ave ?°°% Yes See Redevelopment Minimum c+' -ire of e.isarg - Requirements and Flow Chart mc•e"'.''c is coverage' ;Figure 12.4.2), No Does the project convert',; 'V acres or more of vegetation to .oes Ile project resVit r lawn or landscaped areas, or 5.000 square feet. or No convert 2.5 acres or more of '' greater. of new pi Js lw native vegetation to pasture? replaoeo narC sJr{ace area' No Yes .,.._ 4 Yes Does the project result in 2,000 square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced r hard surfaces and converted ' vegetation areas. Yes : ` No v • Does the project have land Minimum Requirements#1 * disturbing activities of 7,000 through#5 apply to the new ;f Yes square feet or greater? and replaced hard surfaces and the land disturbed. No V Minimum Requirement#2 applies. al Figure 1- .4. `l Flow Chart for Determining Requirements for -- New Development DEPARTMENT OF Revised June2015 E C -)L C){3 Y Please. see hrp.:1.4;4w ecy wa.gov coeyV!lttrnllor c opyrignt notice including permissions, state of Wasnlnctoi '.rnitat'or of IiaDlilty,and disclaimer. version uate: reoruary Lu, Lu w i I rel `,, t o . �a11 i - 'Alt y 4 2 E Il i a 1_ .,-* �►.- ID +,� �ii* �"" = C 1; i l ' = %Pi B 4t fi:i tin _as C 0 �, �, '� t]„ .� it Ie- y �.r. , 1-_-! C,I . oil ►•- IA t in �'° 0 1...�. _. a • '1"`r co Vl1 w.... C74 01 ';I- 0-01 tek..":e' 6,0 1110, " 13 Cl- et; ill 1.-.1 lb •..;,1 ..4*, _ ,,, 6-. c•16 _I. f Li 4 L �. ��[-.. r -fi t ,Y w �7' Ts.7 -ill fl " !l t r " rl , 0. . 0 """�_F t` tea` Y`. ag , ¢ p�� �E' pq -j �` " -s.`' � ,t k r tl , •` � '+M F i I. -s p it �ws+ra; ' � t�" e... '" !,o +tr. C.°I 1� r t I � itii. z 1, -1 •-•° C i tom. �_y • c�j 9 �' e. !' 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Provide a narrative description of each step. 1-3.1.1 Step 1 - Site Analysis: Collect and Analyze Information on Existing Conditions Site analysis shall be submitted as part of the Existing Conditions Summary above. Part of the information in this step should be used to help prepare the Construction Stormwater Pollution Prevention Plan. Purpose of the Site Analysis is to provide for a Low Impact Development site design that is intended to compliment the predeveloped conditions of the site. (0.7821 ac) LOT 1 AND THAT PORTION OF LOT 2, BLOCK 301, NORTHERN PACIFIC ADDITION TO ANACORTES, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 9, RECORDS OF SKAGIT COUNTY, WASHINGTON. TOGETHER WITH THE WEST 1/2 OF VACATED CALIFORNIA AVENUE WHICH ATTACHES HERETO BY OPERATION OF LAW, AND BY ANACORTES CITY ORDINANCE NO. 2123 AND RECORDED UNDER AUDITOR'S FILE NO. 8911220068, RECORDS OF SKAGIT COUNTY, WASHINGTON, AS WOULD ATTACH BY OPERATION OF LAW. ALSO TOGETHER WITH THAT PORTION OF THE BURLINGTON NORTHERN RAILROAD RIGHT OF WAY DESIGNATED AS NORTHERN PACIFIC RAILROAD ON THE PLAT MAP OF NORTHERN PACIFIC ADDITION TO ANACORTES, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 9, RECORDS OF SKAGIT COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF SAID BLOCK 301; THENCE NORTH 68-23-16 EAST, 40.00 FEET TO THE CENTER LINE OF VACATED CALIFORNIA AVENUE AND THE POINT OF BEGINNING; THENCE NORTH 21-36-44 WEST, 345.03 FEET ALONG THE CENTER LINE OF AND PROJECTED CENTER LINE OF VACATED CALIFORNIA AVENUE; THENCE SOUTH 71-17-58 WEST, 1.29 FEET; THENCE SOUTH 85-15-14 WEST, 97.98 FEET; THENCE SOUTH 21-36-44 EAST, 179.93 FEET;THENCE SOUTH 57-47-33 EAST, 13.54 FEET; THENCE SOUTH 31-27-27 WEST, 10.00 FEET; THENCE SOUTH 21-36-44 EAST, 176.66 FEET;THENCE NORTH 68-23-16 EAST, 95.06 FEET TO THE POINT OF BEGINNING. AKA LOT B OF BLA-2018-0010 SURVEY AF#201902210063 The site is somewhat level within the proximity of the home site. The site does have varying slopes of 14.1% or less on the south side and building site, with 30.6% on the north side. A soils analysis was done by MTC and the report has been submitted with the Building Permit Application. Critical areas are addressed in the MTC report. House to be setback 30'from top of slope near 100' OHWM noted on siteplan. 1-3.1.2 Step 2 - Prepare Preliminary Development Layout Based upon the analysis of existing site conditions, locate the buildings, roads, parking lots, landscaping features, on-site stormwater management BMP's, and preliminary location of stormwater treatment and retention/detention facilities for the proposed development. See submitted site plan. Dated 05/14/2020 Version Date: February 20, 2019 1-3.1.3 Step 3 - Perform Off-site Analysis (at Local Agency's Option): Use additional Sheets, if necessary, Ecology recommends that local governments require an off-site analysis for projects that add 5,000 SF or more of new hard surfaces, or convert 3/4 acres of vegetation to lawn or landscape areas, or convert 2.5 acres of forested area to pasture. Off-site analysis extends to 1/4 mile downstream of the project site. N/A, unless required by Local Agency 1-3.1.4 - Determine Applicable Minimum Requirements Establish project size thresholds for the application of Minimum Requirements to new development and redevelopment projects. Figures 2.4.1 (Attached) and 2.4.2 (Attached) provide the same thresholds in a flow chart format. Based on the preliminary layout, determine whether Minimum Requirements#1 through #5 apply to the project; or, whether Minimum Requirements#1 through #9 apply. Please note, that Minimum Requirement#1 through #5 may trigger additional Minimum Requirements, such as Flow Control. Accodiq to Figures 2.4.1 requirements#1 through #9 apply, but all may not in fact be applicable. 1-3.1.5 Step 5 - Prepare a Permanent Stormwater Control Plan (Refer to this section of the Ecology Manual for requirements.) See site plan. See infeasibility criteria!listed in this document. Site to use attached stormwater mitigation design. Roof and driveway storm water will be hooked up to the small diameter outfall. 1-3.1.6 Step 6 - Prepare a Construction Stormwater Pollution Prevention Plan (MR#2— 13 Elements) Refer to Chapter 11-3—Planning for a detailed description of each element. See also attached Tables 4.1.1 (Source Control BMP's by SWPPP Element) and Table 4.2.1 (Runoff Conveyance and Treatment BMP's by SWPPP Element). See attached 13 Elements of a SWPPP, please complete and attached Construction SWPPP is complete and attached. 1-3.1.7 Step 7 - Complete the stormwater site plan The Stormwater Site Plan encompasses the entire submittal to the Local Agency with drainage review authority. Refer to this section of the Manual for further clarification of each item and what is required. See below: • Project Overview - Done • Existing Conditions Summary - Done Version Date: February 20, 2019 • Off-site Analysis Report— N/A? • Permanent Stormwater Control Plan - Done • Construction Stormwater Pollution Prevention Plan- Done. See site plan. • Special Reports and Studies — See submitted MTC report 19B357. • Other Permits - None • Operation and Maintenance Manual— Stormwater BMP's page C2 of plans. • Declaration of Covenant for Privately Maintained Flow Control and Treatment Facilities. (See attached Drainage BMP Maintenance Covenant BMP Agreement) — There is no drainage facility on this project. Drainage BMP Facility Maintenance Covenant Not Applicable. • Declaration of Covenant for Privately Maintained On-site Stormwater BMP's (See attached Drainage BMP Maintenance Covenant BMP Agreement) — There is no drainage facility on this project. Drainage BMP Facility Maintenance Covenant Not Applicable. Bond Quantities Worksheet, if applicable— N/A 1-3.1.8 Step 8 - Check Compliance with all Applicable Minimum Requirements A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The Stormwater Site Plan should be reviewed to check that these requirements are satisfied. The site plan will be modified to reflect the requirements of the Minimum Requirement 1 through 7 prior to the building permit being issued. Version Date: February 20, 2019 TAB 2 (MINIMUM REQUIREMENT#2) • 1-2.5.2 Minimum Requirement#2 — Construction Stormwater Pollution Prevention Plan (SWPP) - All projects are required to complete Minimum Requirement 2. - Refer to the 13 Elements of the SWPP (See document below, complete and attach) - See attached Table 4.1.1, Table 4.2.1 and Table - Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions, Waterways and Runoff/Stormwater Detention Calculations. See attached 13 Elements of a Construciton SWPPP. The Site Plan will be added to the Construction SWPPP with all applicable information. Version Date: February 20, 2019 Table 4.1.1 Source Control BMP's by SWPPP Element Element#1 Element#2 Element>13 Element#5 Element;`6 Element=#9 Element#11 Element r12 Preserve Establish Protect Low BMP or Element Name Stabilize Protect Control Maintain Manage the VegetationiMark Construction Soils Slopes Pollutants BP:1Ps Project Impact Clearing Limits Access Development BMP C101: Preserving Natural Vegetation ✓ BPI C102: Buffer Zones ✓ `� BliP C103: High Visibility Plastic or Metal ✓ ✓ Fence BMP C105: Stabilized Construction ✓ Entrance lExit BMP C106: Wheel Wash ✓ BMP C107: Construction Road/Parking ✓ Area Stabilization BMP C120:Temporary and Permanent ✓ ✓ Seeding BMP C121: Mulching ✓ ✓ BMP C122: Nets and Blankets ✓ ✓ BMP C123: Plastic Covering V BMP C124: Sodding ✓ BLIP C125: Topsoiling /Composting ✓ BMP C126: Polyacrylamide for Soil Erosion ✓ Protection BMP C130: Surface Roughening V ✓ BliP C131: Gradient Terraces V ✓ BLIP C140: Dust Control ✓ BLIP C150: Materials On Hand ✓ `� BraP C151: Concrete Handling V BliP C152: Savrcutting and Surfacing ✓ Pollution Prevention BliP C153: Material Delivery, Storage and ✓ Containment Bl/IP C154: Concrete Washout Area V BP:1P C1G0: Certified Erosion and j tij Sediment Control Lead BliP C162: Scheduling Version Date: February 20, 2019 Table 4.2. 1 Runoff Conveyance and Treatment BMP's by SWPPP Element Ete, t l y f 1 cieff*r:t :leio1-,=1,11 47 A, ; E •?i ( ,Z ry ab1! 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W __._ - - ....`. j a 253^ FA:1 ;,..4.**-'1 T r r.I far I.q h f-il i VintAr 1 i I " ,. . 1 I t _ / 1 Version Date: February 20, 2019 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: David and Monika Bruner Site Address: 2802 Oakes Ave., Anacortes WA 98221 Prepared By:Jason Sterling The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed 14 These elements must be addressed for construction activity adding under for construction activity adding 2,000 2,000 sq. ft. of hard surface area. sq. ft. or more ore of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits V Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. ✓ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. A high visibility construction fence will be installed at the North, West, East and South lot boundary. This will be installed prior to beginning construction. BMP to be monitored daily and repaired as needed. 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 BMPs, to minimize tracking onto roads. ✓ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. ✓ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. ✓ Conduct street washing only after sediment is removed in accordance with the above bullet. ✓ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. Per BMP C105 a Stabilized Construction Entrance will be installed. Vehicle traffic to the construction site will be limited to one route. Any dirt or mud that is tracked onto the roadway will be clean immediately. Will use the lower driveway as entrance. To be installed prior to construction. BMP to be monitored daily and repaired as needed. Version Date: February 20, 2019 ELEMENT 3: Control Flow Rates ❑ 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. ❑ 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. Not applicable to this project as the adjacent properties are upstream from this project, therefore they need no protection. It is anticipated that the upstream properties may dischage downstream, which means it may be necessary to bypass this water to protect this site from unnecessary flows. There are no storm-water swales or retention facilities to control. ELEMENT 4: Install Sediment Controls ✓ Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. ✓ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading. These BMPs 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 controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil 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 sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. ✓ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. ✓ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize 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. Per BMP C233 a silt fence will be installed on the lower section of the lot boundaries per the site plan. BMP C220 (1-40.20-00) and BMP C123 are also being implemented as well as BMPs C105/107. To be installed prior to the start of construction. BMP to be monitored daily and repaired as needed. ELEMENT 5: Stabilize Soils ✓ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. ✓ Control stormwater volume and velocity within the site to minimize soil erosion. ✓ Control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. ✓ Soils must not remain exposed and unworked for more than the time periods 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 Version Date: February 20, 2019 ✓ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. ✓ Stabilize soil 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 exposed during construction activity. ✓ Minimize the disturbance of steep slopes. ✓ Minimize soil compaction and, unless infeasible, preserve topsoil. Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. Install plastic covering per BMP C123 on Soils Stockpiles. BMP to be monitored daily and repaired as needed. ELEMENT 6: Protect Slopes ✓ 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 (Ex: track walking). ✓ Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. ✓ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary 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 will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor. ✓ Place excavated material on the uphill side of trenches, consistent with safety and space considerations. ✓ Place check dams at regular intervals within constructed channels that are cut down a slope. ✓ Consider soil types and its potential for erosion. ✓ Stabilize soils on slopes, as specified in Element 5. ✓ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. 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 divefsions, reducing slope steepness, and roughening slope surfaces (for example, track walking). To be installed as soon as grading for home site is established and slopes are present at the site. BMP to be monitored daily and repaired as needed. ELEMENT 7: Protect Drain Inlets ✓ Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. ✓ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). ✓ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the Version Date: February 20, 2019 conveyance system without first being filtered or treated to remove sediment. ✓ 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 before the storm drain discharges to waters of the State. ✓ Inlets should be inspected weekly at a minimum and daily during storm events. Per detail 1-40.20-00 Storm Drain Inlet protection devices will be installed at existing catch basins in the immediate vicinity of the project. To be installed prior to the start of any construction. BMP to be monitored daily and repaired as needed. ELEMENT 8: Stabilize Channels and Outlets ❑ 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 of 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 necessary to function as an anchor and to slow the flow of water. No stormwater runoff will be conveyed off site via channels, swales, or streams. ELEMENT 9: Control Pollutants ✓ Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. ✓ 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. ✓ Provide cover, 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. ✓ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following 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. ✓ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ✓ Use BMPs to prevent contamination 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. ✓ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump 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 approval from Ecology and provide to the City before using chemical treatment other Version Date: February 20, 2019 than CO2 or dry ice to adjust pH. ✓ Woody debris may be chopped and spread on site. V Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans. ✓ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle. Per BMP C154 a Concrete Washout Area is to be installed onsite to capture contaminated water from concrete washouts. To be installed prior to foundation / concrete installation. Shown on site plan on lower driveway off shoot. BMP to be monitored daily and repaired as needed. ELEMENT 10: 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. ❑ Discharge clean, non-turbid de-watering water, 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 creek running through a site. ❑ Handle highly turbid or contaminated dewatering water separately from stormwater. ❑ Other treatment or disposal options may include: 1. Infiltration 2. Transport off-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 outfall to a ditch or swale for small volumes of localized dewatering. ❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam can create highly turbid or contaminated dewatering water. ❑ Discharging sediment-laden (muddy) water into waters of the State likely constitutes a violation of water quality standards for turbidity. The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. No dewatering will occur during the construction Of this site. ELEMENT 11: Maintain BMPs ✓ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ✓ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ✓ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction. All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. ✓ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. Version Date: February 20, 2019 BMP to be monitored daily and repaired as needed. ELEMENT 12: Manage the Project— Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (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 CESCL or inspector, who shall be present on-site or on-call at all times. ✓ 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. ✓ Inspection and monitoring — Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. ✓ Maintain, update, and implement the SWPPP. ✓ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g., subdivision approval). ✓ From Oct 1 through 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: 1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance. The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. ✓ The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. BMP to be monitored daily and repaired as needed. Weekly erosion and sedimentation reports to the building department to be submitted. ELEMENT 13: Protect Low Impact Development BMPS ✓ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the Manual for requirements. There are no LID BMP's proposed on this project. Applicant Signature Date Version Date: February 20, 2019 TAB 3 (MINIMUM REQUIREMENT #3) • 1-2.5.3 Minimum Requirement#3 —Source Control of Pollution All known, available and reasonable source control BMP's must be applied to all projects. Source control BMP's must be selected, designed, maintained according to the reference Ecology Manual. The intent of source control BMP's is to prevent stormwater from coming in contact with pollutants. They are a cost-effective means of reducing pollutants in stormwater, and, therefore, should be considered in all projects. Exempt due to being a Single Family Project. Version Date: February 20, 2019 TAB 4 (MINIMUM REQUIREMENT #4) • Minimum Requirement#4— Preservation of Natural Drainage Systems and Outfalls Natural drainage patterns shall be maintained and discharges from the project shall occur at the natural location, to maximum extent practicable. The manner by which runoff is discharged from the project site must not cause a significant adverse impact to downstream receiving waters and down gradient properties. All outfalls require energy dissipation. The objective is to preserve and utilize drainage systems to the fullest extent because of the multiple stormwater benefits these systems provide; and to prevent erosion at the downstream of the discharge location. Refer to the reference manual for supplemental guidelines and additional information under this section. This site's surface water naturally drains from the South side of the property to the North side. The 100- year Flow(cfs) is 22.8 for Burrows Bay G9 zone. See Stormwater Desiqn Feasibility Evaluation in appendix 2. Version Date: February 20, 2019 TAB 5 (MINIMUM REQUIREMENT #5) • • Minimum Requirement#5—On-site Stormwater Management Project thresholds that trigger Minimum Requirements #1 through #5, shall utilize the On-site Stormwater Management BMP's from List#1 for all surfaces within each type of surface in List#1; or, Demonstrate compliance with the LID Performance Standard. Projects selecting this option cannot use Rain Gardens. They may choose to use Bioretention BMP's as described in Chapter V-7 — Infiltration and Bioretention Treatment Facilities to achieve the LID Performance Standard. Refer to this section of the reference Manual for all Feasibility or Infeasibility Criteria. Is this project Flow Control Exempt? (Yes\No) (See Appendix l-E: Flow Control-Exempt Surface Water). If yes, provide reasoning from the applicability section of 1-2.5.7 Minimum Requirement#7: Flow Control). If No, then the project triggers Minimum Requirement#7 (1-2.5.7) and possibly Minimum Requirement#8 (1-2.5.8). Need advice on whether or not project is flow control exempt. All sites are required to utilize BMP T5.13— Post Construction Soil Quality and Depth. For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface. Feasiblity shall be determined by evaluation against: 1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and; 2. Competing needs criteria listed in Chapter V-5—On-site Stormwater Management. Lawn and Landscaped Area: • BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report) Refer to this site for requirements and specifications. All projects are required to utilize this BMP. http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf See below for the "Model Soil Management Plan for BMP T5.13" to be submitted with Drainage Report and Application Material. Version Date: February 20, 2019 Roofs: (Provide feasible detail and maintenance and operations specifications in the re ri ort) 1. BMP T5.30: Full Dispersion Feasible\Infeasible If infeasible, explain the criteria: Or, T5.10A: Downspout Full Infiltration Feasible\I►'easible If infeasible, explain the criteria: 2. BMP T5.14A: Rain Garden Feasible\Infeasible If infeasible, explain the criteria: Version Date: February 20, 2019 Or, BMP T7.30: Bioretention Cells, Swales, and Planter Boxes Feasible\ feasible If infeasible, explain the criteria: 3. BMP T5.10B: Downspout Dispersion Systems Fe:sible\Infeasible If infeasible, explain the criteria: z 4i)ity/ 4. BMP T5.10C: Perforated Stu• out Connections Feasible\Infeasible If infeasible, explain the criter.:: Version Date: February 20, 2019 Other Hard Surfaces: (Provide feasible detail and maintenance and operations specififations in the report) 1. BMP T.5.30 Full Dispersion Feasible\Infeasible If infeasible, explain the criteria: 2. BMP T5.15: Permeable Pavements Feasible\lnfea •le If infeasible, explain the criteria: Or, BMP T.14.A: Rain Garde Feasible\Infeasible If infeasible, explain the criter : Version Date: February 20, 2019 Or, BMP T7.30: Biorention Cells, Swales and Planter Boxes FeasibMInfeasible If infeasible, explain the criteria: 3. BMP T5.12: Sheet Flow Dispersion Feasible\Infeasible If infeasible, explain the criteria: i)cl.)\J Or, BMP T5.11: Concentrated Flow !I ispersion Feasible\Infeasible If infeasible, explain the criteria: If all BMP's have been d:Glared infeasible to the project site, then the site is subject to Adjustments (Section 5) and Excepti-•nsNariances (Section 6) per the City's Phase II Municipal Stormwater Permit and the Anaco es Municipal Code, Section 19.76.040—Stormwater Management Manual, Item G —Adjustment- and Exceptions. The review type is considered a Type 2—Administrative Decision, requiring a 14-day comment period, per Table 19.20.030-1 — Review Classification and Process Matrix. See attached document. Applicant Signature Date Version Date: February 20, 2019 EXISTING TOP OF BLUE DISCLAIMER FOR SMALL DIAMETER OUTFALL PLANS c......./- 7-- ALIGNMENT ( ARIES) O H W AS DEVELOPED BY ISLAND COUNTY PUBLIC WORKS COLLECTION THE INTENT OF THESE PLANS FOR ISLAND COUNTYS SMALL LDRAIN PIPE DIAMETER HDPE OUTFALL IS TO PROVIDE AN ASSEMBLY 0 OUTFALL EXISTING TOE OF BLUFF DIAGRAM FOR THE HDPE OUTFALL PIPE AND CATCH BASINS = CATCH BASIN ALIGNMENT (VARIES) AS SHOWN ON THE PLANS. SETBACK PER GEOTECHNICAL ENGINEER C,'\ ISLAND COUNTY MAKES NO WARRANTY OR CLAIM AS TO THE RECOMMENDATION Q�N.) PERFORMANCE OF THIS OUTFALL SYSTEM AND ACCEPTS NO S LIABILITY FOR ITS USE. PERSONS SEEKING SUCH A 15' L PIPE FLANGE 5' — PERFORMANCE WARRANTY OR CLAIM SHOULD MAKE SUCH A MIN. 1 IF NECESSARY -.7. REQUEST TO THEIR CONTRACTOR OR MATERIALS SUPPLIER. r.,--,44�%W.r V 4" HDPE PIPE +l 1 FLOW f FLOW-- �4' 1D' NOTES: STRUCTURAL ACKFILL ZONE 1. THIS STANDARD PLAN IS INTENDED FOR ONE SINGLE COLLECTION (SEE SHEET 3 FAMILY RESIDENCE WITH LESS THAN 5,000 SQUARE FEET OF — DIFFUSER TEE ON 1O'X5'X2' ROCK DRAIN PIPE WALL ANCHOR OR IPE FLANGE (RIPRAP OR NATIVE COBBLES) PAD OR IMPERVIOUS SURFACE.1. CONTACT ISLAND COUNTY ENCASED IN A REI FORCED 6'X4'X8" PERFORATED HDPE BOX FILLED DEPARTMENT OF PUBLIC WORKS REGARDING LOCAL CONCRETE DEADM N (SEE SHEET 4) WITH 1-1/2" MINUS WASHED ROCK PERMITTING AND DESIGN/SUBMITTAL REQUIREMENTS. CONTACT (SEE SHEET 3 FOR DIFFUSER TEE DETAIL) DEPARTMENT OF FISH AND WILDLIFE FOR PERMIT REQUIREMENTS. OVERALL PLAN VIEW 2. ALL CONSTRUCTION SHALL COMPLY WITH ISLAND COUNTY NOT TO SCALE SPECIFICATIONS. 3. THE MAX, BLUFF HEIGHT FOR THIS SYSTEM IS 300 FEET. SCREEN GUTTERS/DOWNSPOUTS 4. ALL HDPE PIPE, FITTINGS, AND APPURTENANCES SHALL BE TO PREVENT LEAVES 8c DEBRIS PE3408 MEETING CELL CLASSIFICATION 345444C OR 345444E FROM ENTERING SYSTEM. PER ASTM D3350 TO MINIMIZE SUNLIGHT DETERIORATION. SETBACK PER 5. ALL HDPE PIPE, FITTINGS, AND FLANGE ENDS SHALL BE GEOTECHNICAL ENGINEER HEAT FUSION JOINED. HOUSE GRADE VARIES RECOMMENDATIONS 6. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS COLLECTION —I STEEL. DRAIN SYSTEM J INSTALL VERTICAL 7. ALL CONCRETE SHALL BE 2,500 PSI MINIMUM PORTLAND OUTFACE BEND IF NECESSARY CEMENT CONCRETE. CATCH BASIN 8. OUTFALL PIPE SPECIFICATIONS: WALL ANCHOR OR PIPE FLANGE DIAMETER = 4 INCHES (NOMINAL DIAMETER, OD = 4.5") ENCASED IN A REINFORCED SDR = 11 CONCRETE DEADMAN MINIMUM PIPE SLOPE = 0.02 FEET/FEET (2%) (SEE SHEET 4). ABBREVIATIONS: STRUCTURAL BACKFILL ZONE (SEE SHEET 3) CB = CATCH BASIN 4" HDPE PIPE PIPE FLANGE HDPE = HIGH DENSITY POLYETHLENE PIPE FLANGE IF NECESSARY (FIELD LOCATE) OHW = ORDINARY HIGH WATER SDR = STANDARD DIMENSION RATIO DIFFUSER TEE ON 10'X5'X2' ROCK (RIPRAP OR PUGET (PIPE WALL THICKNESS) NATIVE COBBLES) PAD OR 6'X4'X8" PERFORATED N. SOUND O.H.W. SS = STAINLESS STEEL CALL 2 DAYS HDPE BOX FILLED WITH 1-1/2" MINUS WASHED ROCK TYP = TYPICAL BEFORE YOU DIG OVERALL PROFILE VIEW ° = FEET 1-800-424-5555 NOT TO SCALE " = INCHES PRELIMINARY SHEET 1 OF 4 SMALL DIAMETER RESIDENTIAL APPROVED BY: STANDARD CL AN OFFICE OF ISLAND COUNTY ENGINEER DATE ICPW-101-1HDPE STORM WATER OUTFACE6th AND MAIN STREETAPPROVED BY: UPDAT11/23/03 STANDARD PLAN °ATE ~' COUPEVILLE, WASHINGTON 98239 U N CHECKED BY: GATE: ALE: FIGURE 1 -1 NOT TO SCALE DRAWN BY: pcG, INC. DATE:06/13/2002 PIPE FLANGE (FIELD LOCATE)ki DIFFUSER TEE ON 10'X5'X2' ROCK L�')S (RIPRAP OR NATIVE COBBLES) �Q/FSOo PAD OR 10'X5'X8" PERFORATED HDPE BOX FILLED WITH 1-1/2" MINUS WASHED ROCK , ORDINARY HIGH WATER �-%�- 2 BEACH NOTES: ' 5' I 7 1. CATCH BASIN SPECIFICATIONS: CONCRETE TYPE = BURLINGTON (OR EQUAL) OUTFALL DIFFUSER PAD DETAIL 18"W X 24"D X 30"H (OUTSIDE DIMENSIONS) NOT TO SCALE TRAFFIC RATED METAL LID 2. COLLECTION CATCH BASIN SCREEN SPECIFICATIONS: 1/2" MIN. DIAMETER VERTICAL METAL BARS W/1" SPACING, WELDED TO HORIZONTAL BARS AT ENDS . .. .= 1/2" METAL BARS DOWNSPOUT DEBRIS SCREEN TO 111111111 OUTFALL CATCH PREVENT LEAVES BASIN WITH STANDARD AND NEEDLES FROM 1" SPACING HOUSE GRATED LID ENTERING SYSTEM I (SEE NOTES THIS SHEET) STRUCTURAL BACKFILL ZONE I— 10' MAX. L ] (SEE SHEET 3) EXISTING GRADE (VARIES) I 15' MIN. tI ___-__.__ -___ y _ ...... 1 I _•: 2' MIN. CO "rFt° ta is ICOL ECTION DRAIN PIPES) '16J.::";:... ..........: :..:... "r 4" HDPE Q 9 MIN. SLOPE NON—SHRINK GROUT ;r i` t.:y :j:"— REINFORCED CONCRETE DEADMAN EXTEND HDPE PIPE 6" MIN. COMPACTED (SEE DETAIL ON SHEET 4) 2" INTO CB CRUSHED ROCK. HDPE WALL ANCHOR OR PIPE FLANGE CALL 2 DAYS CB. ANCHOR BLOCK. AND STRUCTURAL BACKFILL SECTION/DETAIL BEFORE YOU DIG 1-800-424-5555 NOT TO SCALE PRELIMINARY APPROVED BY: SHEET APPROVED OF 4 SMALL DIAMETER RESIDENTIAL STANDARD ` S T' A Al) � OFFICE OF ISLAND COUNTY ENGINEER APPROVEO BY: DATE ICPW-101-2 HDPE STORM WATER OUTFACE 6th AND MAIN STREET DATE UPDATED STANDARD PLAN U N COUPEVILLE, WASHINGTON 98239 CHECKED BY: DATE: SCALE: FIGURE 1 -2 DRAWN BY, DATE: NOT TO SCALE occ, INC. os/,3/2002 r 0.25' TRENCH BACKFILL NOTES: (TRENCHES IN LANDSCAPED AREAS) -,- EXISTING GRADE 1. PIPE ZONE BACKFILL MATERIAL SHALL BE 1=1C(-=-�.f1-�� ;sgs!,,,,,,.1-X—I III-I--I-I--I-Icl r l.,<,',<1:<,\' ',. CLEAN EARTH OR SAND, FREE FROM CLAY, 0.50' TOPSOIL111 � FROZEN LUMPS, ROOTS, OR MOISTURE IN —I1li--i i-11 - -.TO iPIPE ZONE EXCESS OF THAT PERMITTING REQUIRED `„ .•, :.,.5.-".17::.:z:7 ,..,,y,BACKFILL COMPACTION. ROCKS OR LUMPS LARGER 0.75� MINI :;>/PIPE ZONE THAN 3 INCHES MAXIMUM SHALL NOT BE i • ---^•-- .. /a BEDDING USED FOR PIPE ZONE BACKFILL. PIPE ZONE `fr7°.-`'" `-:`:'.' •- `,-:-::•..,--': '5`(‹ BACKFILL SHALL BE PLACED IN LOOSE 0.25' MI '':.;' :. ': .- �, LAYERS AND COMPACTED TO 90 PERCENT DIFFUSER HOLES: = _ G MAXIMUM DENSITY. �, ORIENT TO BEST POSITION AFTER FIELD CHECK, f .."`.. �� \� o (HOLES BETWEEN THE 12:00 AND 5:00 POSITION). PIPE OD J/ ��/ 2. PIPE ZONE BEDDING PER WSDOT/APWA ,y, N C%' :' J/ ..- ': 9-03.12(3): u/aFp/oF y FLANGED CONNECTION AND FABRICATED 0.33' '\/., ao OR PRE-FABRICATED BEND IF NECESSARY. GRAVEL BACKFILL FOR PIPE ZONE BEDDING a HDPE MOLDED OR FABRICATED W=1.5 X ID+12" SHALL CONSIST OF CRUSHED, PROCESSED,STANDARD BACKFILL OR NATURALLY OCCURRING GRANULAR sTEE (SAME DIAMETER AND MATERIAL. IT SHALL BE FREE FROM o o SDR AS PIPE). CROSS SECTION VARIOUS TYPES OF WOOD WASTE OR OTHER NOT TO SCALE EXTRANEOUS OR OBJECTIONABLE DETERMINE LENGTH F 0.25' MATERIALS. IT SHALLF HAVE SUCH o- _ 2' _ _ STAINLESS CHARACTERISTICS OF SIZE AND SHAPE IN FIELD \'�` THAT IT WILL COMPACT AND SHALL MEET LAG SCREWS EXISTING GRADE HOLE SPACING = 1 _ p O o � �;a:h5 i.fi.1- ���f-III g&•-a-��jv \�,i-, ,,, THE FOLLOWING SPECIFICATIONS FOR -A - _ - 0 p O \I ° = �J \`1" MINUS GRADING AND QUALITY: 3" MIN. - 0 p O o • TOPSO.I �=��I - I�1—Jla Ng J- - 1.1- I 1--_I:I-i fa CRUSHED ROCK SIEVE SIZ : PERCENT PASSING: _�3" p p 0O 0 p ooAir _ o o ROW SPACING = 1" ��< :...::;..;:..:::::.-:..�6" LIFTS 1 1/2" SQUARE 100 0 O O --"-".- 0 0 p 0 j HOLE SPACING = 1" � -.... -COMPACTED 1" SQUARE 75-100 0 0 o 0 5/8" SQUARE 50-100 0 0 0 NO HOLES U.S. NO. 4 20-80 '• OPPOSITE PIPE HOLE DIAMETER = 1" sy" : . . (MODIFIED U.S. NO. 40 3-24:::": :' �\PROCTOR) HOLES IN FRONT U.S. N0. 200 10.0 :. STAINLESS STEEL HALF OF TEE ONLY PIPE-; :,.. j SAND EQUIVALENT 27 MIN. OR HDPE ,"..:.::: � .. � OD✓.•.•.:.I...-: . r REMOVABLE CAP ALL PERCENTAGES ARE BY WEIGHT. DIFFUSER TEE " = IF, IN THE OPINION OF THE ENGINEER, THE NOT TO SCALE �/ r�}�/��� )�`/�://�:s<( NATIVE GRANULAR MATERIAL IS FREE FROM WOOD WASTE, ORGANIC MATERIAL, AND _._1 W=1.5 X ID+12" OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS, BUT OTHERWISE DOES NOT STRUCTURAL BACKFILL CONFORM TO THE SPECIFICATIONS FOR CROSS SECTION GRADING AND SAND EQUIVALENT, IT MAY BE USED FOR PIPE BEDDING FOR RIGID NOT TO SCALE CALL 2 DAYS PIPES, PROVIDED THE NATIVE GRANULAR BEFORE YOU SIG MATERIAL HAS A MAXIMUM DIMENSION OF 1-1/2 INCHES. 1-800-424-5555 PRELIMINARY SHEETZ OF 4 SMALL DIAMETER RESIDENTIAL APPROVED BY: J OFFICE OF ISLAND COUNTY ENGINEER APPROVED BY: DATE STANDARD HDPE STORM WATER OUTFALL c L A N °ICPW-101-3 6th AND MAIN STREET UPDATED DATE SCALE /23/2003 STANDARD PLAN N T FIGURE 1 -3 COUPEVILLE, WASHINGTON 98239 CHECKED BY: DATE: SCALE: DRAWN BY: DATE: NOT TO SCALE DCG. INC. 06/13/2002 FINISH GRADE . ,,. >›..,`,i� 3 CLR TYFY\s\- %,i.,. �i ii i i. 3 CLR, TYP . <, s,A. I,, .'2»PoCL I ,/' I;. 3 PIPE FLANGE 4ffilWAY � ,► u ' 3 1/2"0 HDPE kr7 a s: d ;: MIN =INN DIRECTION,••.'.f;::::-..:.:: L m ...,. .., .... ::::::::':':':-....:.:-;1.,.-:--,-4---- :A :- -": OF FLOW • - N .. . .- . 8 #4V/H #4 1 I 21'-6" —0 AS SHOWN 2 BARS 3'-0„ MATCH VERT / / REINF CONCRETE STRENGTH — 2500 PSI (5 SACK MIX) STEEL REINFORCING — ASTM A615, GRADE 40 ASSUMED SOIL PARAMETERS (TO BE VERIFIED) SOIL FACTOR, Kp — 2.8 SOIL DENSITY, GAMMA — 120 PCF THE HDPE PIPE IS NOT TO BE CONNNECTED OVER THE BLUFF UNTIL 72 HRS AFTER THE CONCRETE HAS BEEN PLACED WALL ANCHOR IN CONCRETE DEADMAN TYPE 'A' CALL 2 DAYS BEFORE YOU DIG NOT TO SCALE 1-800-424-5555 PRELIMINARY SHEET OF 4 SMALL DIAMETER RESIDENTIAL STANDARD HDPE STORM WATER OUTFALL A D APPROVED BY: t OFFICE OF ISLAND COUNTYENGINEER DATE , S LICPW-101-4 C466th AND MAIN STREET APPROVED 6Y: DATE UPD1TED 1/23/2003 STANDARD PLANo U N COUPEVILLE, WASHINGTON 98239 CHECKED BY: DATE: SCALE: TO SCALE FIGURE 1 -4 DRAWN BY. DCG, INC. DATE:06/13/2002 NOT Y 0 C., 44' City of Anacortes Engineering Department Attention: Steven Lange 74.' 904 6th Street Anacortes,WA 98221 ®� www.anacorteswa.gov Request for Adjustments and ExceptionsNariance To the Stormwater Management Manual If all BMP's have been declared infeasible to the project site, then the site is subject to Adjustments (Section 5) and ExceptionsNariances (Section 6) per the City's Phase II Municipal Stormwater Permit and the Anacortes Municipal Code, Section 19.76.040—Stormwater Management Manual, Item G —Adjustments and Exceptions. The review type is considered a Type 2—Administrative Decision, requiring a 14-day comment period, per Table 19.20.030-1 — Review Classification and Process Matrix. The application will be considered a written request that covers the specifics below, as well as any additional information requested by the Planning Director. The deviation describes the process for exception to the Nine Minimum Requirements of the City of Anacortes Stormwater Management Manual. These requirements area as follows: • Minimum Requirement 1 —Stormwater Site Plan • Minimum Requirement 2— Construction Stormwater Pollution Prevention Plan • Minimum Requiremtent 3—Source Control of Pollution • Minimum Requirement 4— Preservation of Natural Drainage Systems • Minimum Requirement 5—On-site Stormwater Management • Minimum Requirement 6— Runoff Treatment • Minimum Requirement 7— Flow Control • Minimum Requirement 8—Wetland Protection • Minimum Requirement 9—Operation and Maintenance Adjustments: Adjustments to the Minimum Requirements may be granted by the Planning Director provided that a written finding of fact is prepared that addresses the following: • The adjustment provides substantially equivalent environmental protection. • Based on sound Engineering practices, the objective of safety, function environmental protection and facility maintenance, are met. ExceptionNariances Exceptions/variances (Exceptions) to the Minimum Requirements may be granted by the Planning Director following a legal public notice of an application for an exception or variance, legal public notice of the Planning Director's decision on the application and written findings of fact that documents the Planning Director's determination to grant an exception. The Planning Director shall keep records, including the written finding of fact of all local exceptions to the Minimum Requirements. Version Date: February 20, 2019 Project specific design exceptions based on site specific conditions do not require prior approval of Ecology. The Planning Director must see, prior approval by Ecology for any jurisdiction wide exception. The Planning Director may grant an exception to the Minimum Requirements if such application imposes a severe and unexpected economic hardship. To determine whether the application imposes a severe and unexpected economic hardship on the project applicant, the Planning Director must consider and document with written findings of fact the following: • The current (pre-project) use of the site, and • How the application of the Minimum Requirement(s) restricts the proposed use of the site compared to the restrictions that existed prior to the adoption of the Minimum Requirement; and • The possible remaining uses of the site if the exception were not granted; and • The uses of the site that would have been allowed prior to the adoption of the Minimum Requirements; and • A comparison of the estimated amount and percentage of value loss as a result of the Minimum Requirements versus the estimated amount and percentage of value loss as a result of requirements that existed prior to adoption of the Minimum Requirements; and • The feasibility for the owner to alter the project to apply the Minimum Requirements. In addition any exception must meet the following criteria: • The exception will not increase risk to the public health and welfare, nor be injurious to other properties in the vicinity and/or downstream, and to the quality of water of the state; and • The exception is the least possible exception that could be granted to comply with the intent of the Minimum Requirements. Version Date: February 20, 2019 TAB 6—(MINUMUM REQUIREMENT#6-RUNOFF TREATMENT) N/A as PGHS is less than 5000 sf. Version Date: February 20, 2019 TAB 7 — (MINUMUM REQUIREMENT #7 — FLOW CONTROL) Need advice on whether or not project is flow control exempt. Version Date: February 20, 2019 TAB 8—(MINUMUM REQUIREMENT#8—WETLAND PROTECTION) N/A no wetlands on property. Version Date: February 20,2019 TAB 9 —(MINUMUM REQUIREMENT #9—OPERATION AND MAINTENANCE) An operation and maintenance manual that is consistent with the provisions in Volume V(p.765) shall be provided for proposed stormwater facilities and BMPs, and the party (or parties) responsible for maintenance and operation shall be identified. Version Date: February 20, 2019 APPENDIX 1 —Survey performed by a Professional Land Surveyor Note: Submitted with permit application Version Date: February 20, 2019 N 71°17'S 8' E \,29' N 85°15'14' E 114,40' ` 65°- 16,42' 97.98` SER M% `l N1Gj P/ S �QQ / Cl‘ 0,1SS1 RR IRPGK \Z ‘, 20� I i 25 _ er pF ��,,c �. LINE TABLE �pE ti,r� N BEARING DISTANCE E , SLpP rQ6 ?5 \; �° N jp. N 31°27'27' E 10,00' N 57°47'33' W 13,54' L� ` `�S PAIR: \ \ Sq F \ \ \ \ \ \ \ S\- s\ i---. a • / \)k,---- 1 in n,,} \ \ \ \r ,00. -----,c5,\< ' \, 11.1_ ' $27) ' \ , V 9 ,-..**Z" \?)\. \ ./ -\ \ 20 ES / I l I n \pPPp,Q, \ , ( 4r -654 \ 1 o$ F pO � �a cr NSk3 \ �f • cs Za00c- \ Q ,65 \ \ \ �\ \ \ \ R \ \.''\ RrV \ � QN\ 6� \ oFL �� �W o\ :: �v .IE 0 s31 \ \ \ \ \ (\U \ N S c_O- \ � \ * 202 e�35�g �1� E 6 \l -----€\ • Ne2' PAS \ 4 \ , °\ A GRAPHIC SCALE 25 0 25 50 100 MI = ( I 1111111. N FEET ) 1 inch = 50 ft. HERRIGSTAD ENGINEERING & SURVEYING Topography and Boundary Survey 4320 WHISTLE LAKE ROAD 2802 Oakes Avenue, Anacortes ANACORTES, WA 98221 299-8804 January 29, 2020 AUDITORS CERTIFICATE '�`\ AT FIL®�`JfBNTES PAST >�D CLDCK A!t 11t1DER201� AUDITOR'S FILE ND 2 D t f221( a RECORDS OF SKAGITY I , �- ' PARCEL 'C' CONY. YAS{iltfGtT31. '��1 NOT INCLUDEq IN BLA \29' ,...8' E ?? P31734 LINE TABLE N e5'15`14' 1+11kA0" . ` BEARING DISTANCE 1 9.98` -� N 31'27'27' E 10.00' d f� c•“i.. N O, 16.k2 Sve N 57'47'33' V 13.54' &�T��J ��xtS� ' \1I* AUDITOR DEPUTY A FOR r g(1g z pf I' Nap 1.. FOUND CONCRETE MONUMENT IN CASE AS NOTED tp �` 2. FOUND REBAR & CAP OR PIPE AS NOTED. y`$ S f 3. SET REBAR & CAP PLS 27807. 4P�p3�143 rY '' ` ` 4. BASIS OF BEARINGS: ROS AF jj201306200031. CENTER UNE <A "" OF OAKES AVENUE. �v� ''p t�yZ p ` �� 5. EQUIPMENT USED: CR2 2" TOTAL STATION. ' i53' "N FU�S Vt + 6. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY Q iA � P , 1 1` STANDARDS.. S REY METHOD: STANDARD FIELD TRAVERSE T t;\ U „,. 1 RDS AF2Q4 2, ti, 1..a K G y eO?FS1� __, • �.-��, ,ps" S� l ` ,� 1 \ GENERAL INFORMATION �F 1. Thls Boundary Line Adjustment is for the purpose changing r \ 1.�` ® , Q , 1 the boundary between two parcels. r/ ✓' ✓ 1P58283 and 1 G1 , � 2. Aeaeaoore Account Na. 3809-301-047-0002, r — $f \ `' 1 � 14 13 350123-0-002.-1700, P31703, ✓ • 1 1; G � � �, 1 ,� 3.. Land Description information is from the Me Report, order �l ♦ �S ` 30.2` \ \ \ 9 F.G' \ ` C�� ) 4 Ho: 02-168505-OE dated July 5, 2015. This property is N. �/ � .� r �;U' � + II SUBJECT to and TOGETHER WITH Survey identified in sold Title ` � t�vu`5,r( • ' ' 1` 6 �, 7 roe line / ` `PnYERS ` \ Report under Auditors File Number 8903210033 (property rty 1 Fy r ` \ 1�� and easement agreement), 8903210032, 9004200021, A ,p ` 309,29' PER RUT AF 200805070069 (Record of eurveye), 8709110001 (Quit Claim a 1� $ ` y�209M1t23o172 n 1' pearl 8807120060 (Quit Claim Deed Boundary Line :,,,.r '� � ," ,�.� \ �) L i 3 Adjustment), 201306200031 (Boundary Line Adjustment) and �� 1 * 4 tiro �� y,01' 8911220068 (Vacation ordinance *2123). r � r S 4. Zoning: (R2) Residential Low Density. �^�(, ` 1 -' 1 �rl� /� g 5. Water Supply: City of Anacortes. �^ ` QV` y 111/11\ ` r 1 ` �p p•1T „/" 3 6. Sewer Disposal: City of Maoortes ./"C\ \ D 0f� 1 'Q �f " 7. Storm Sower. City of Anaco tes. at i \ R AF 0406280 I�` PATH i25�` � 1 RG � B. This is a boundary survey only. Not all utilities were FA I investigated. �' P dERS u! ` / ter' , \ \ . E.2'' - --y,/ LOT BLA �`�.� \,& \ b 416• /'� y LOT ADDRESSES PARCEL AREAS BEFORE3)= 47,491 SF 5 �'�°� 6e / �,n . ' LOT A 2804 CAKES AVENUE . . (� \ ix- Nr� / PARCEL B (P3I703)= 34,032 SF 1 s \ �� - t+ P`i LOT B 2802 E]AKES AVENUE •, \c \ r E5 p' z. % IS @ R LOT AREAS AFTER BLA `� k9 $ . C1 �,74p� a �`�o 'f LOT EXISTING O 60 S!'PERVIgUS AREAS LOT A = 47,454 SF +D" 1 �0 tit II Y �/ ' LOT B 1,958 SF LOT B = 34,069 SF -] k ' IT 0,14'WEST AND 023CSOUTTH. DOES NUT INCLUDE PERVIOUS PAVER AREA =1 �� G�t f t CD FN➢ IRON PIPE, NEWMAN REBAR AND CAP & LEONARD REBAR&CAP s r , CLUSTERED AROUND PROPERTY CORNER X X — EGEND END REBAR&CAP, HOXENG PLS 37550 � t ��' ' ma --5-----X-` (3) END REBAR & CAP, JJV PLS 9636,0.64' WITH OF CAI.C. CORNER ` K 4 FHB REBAR t: CAP SCHWIND 28023 2 0 \;\2_� Ow ?� G \ ` AND REBAR AND CAP LEONARD 8992 ., O.J� 0,41' APART I. 9 041' SOUTHVEST AND PERPENDICULAR TO PROPERTY LINE Evttl �■ --'" �Le• , EXISTING SANITARY SEVER WILL Property Owner ..- -cow a cy b f HAVE AN EASEMENT 5' EITHER / SIDE OF EXISTING LOCATION AND r .-. Samuel & Diane Hill OF THIS LOCATED URV ED AT THE TIME NE 1 4 & NW 1 4 OF THE NE 1 4 OF 15090 Beaver Marsh Road - GRAPHIC SCALD / LL a 2 50 00 Q0 SECTION 23, TOWNSHIP 35 N., Mount Vernon, WA 98273 r 0 RHO. I EAST, • Y CITY OF AST,ANACORTES,W.M.W. co .i 1 (tea l )� SKALD' COUNTY, WASHINGTON, BLA-2O18--OO1Q �� R � !. BOUNDARY LINE ADJUSTMENT �, SURVEYO 'S CERTIFICATE ERRIG '�AI� 2804 QAKES AVENUE JEChl SURVEYOR H 3 ,, Qh?r THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY ® "> DALE K. NERRIGSTAD R,L,S, ,�,, °'•=i.,� DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY ENGINEERING AND SURVEYING FOR SAMUEL & DIANE HILL N 4320 WHISTLE LAKE ROAD �./' ';'4 . 1 �� RECORDING ACT AT THE REQUEST OF SAMUEL HILLIN ucusr 2018.E 4320iISTI,ELAKE ROAD, ANACORTES WA SCALE DATE JOB NO: =B ;1 ? ANACORTES WA 98221 4+* 'i�g r 1"-�50' Feb. 2019 2018-106 4`t4 i ' "+r�?'' f DALE K. HERRIGSTAQ P.t S. DRAWN BY: CHKD BY: SHEET: OF: 360-299-1381)4 �,p�t Lo ys� Certiticata iNo.1A 27-1 0[5 PHOI � ��� 29�-8804 DKH DKH 1 i Date F E�i�f1A r2Y i APPENDIX 2 —Soils Anaylsis (Volume 1, Chapter 3.1.1) Note: Document is provided under Minimum Requirement 5 in this document, to be completed when final landscaping done. Soil report listed in MTC report submitted with application. Version Date: February 20, 2019 APPENDIX 3 — Model Soil Management Plan for BMP T5.13 Note: Document is provided under Minimum Requirement 5 in this document, to be completed when final landscaping done. Soil report listed in MTC report submitted with application. Version Date: February 20, 2019 P,'O.IECT INFORMATION "Model Soil Management Plan for BMP T5.13" age# of pages Complete all information on page 1; only site address and permit number on additional pages. Site Address/Lot No.: Permit Type: Permit Number: Permit Holder: Phone: Mailing Address: Contact Person: Phone: Plan Prepared By: ATTACHMENTS REQUIRED(Check off required items that are attached to this plan) 1 Site Plan showing,to scale: Areas of undisturbed native vegetation(no amendment required) New planting beds and turf areas(amendment required) Type of soil improvement proposed for each area Soil test results(required if proposing custom amendment rates) Product test results for proposed amendments AREA# (should match Area#on Site Plan) ` PLANTING TYPE Turf Undisturbed native vegetation Planting Beds Other: SQUARE FOOTAGE OF THIS AREA: square feet SCARIFICATION inches(depth)of scarification needed to achieve finished total 12"loosened depth. Subsoil will be scarified PRE-APPROVED inches of compost or imported topsoil applied AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT: Topsoil import =cu.yards per 1,000 sq.ft. Amend with compost X ,000s sq.ft. in this area Stockpile and amend =cubic yards of amendment —>—>—*—*—> QUANTITY: CU.YDS. ( cu.yds.stockpiled) (needed to cover this area to designated depth) CUSTOM AMENDMENT Attach test results and calculations. Topsoil import inches organic matter or topsoil import PRODUCT: Topsoil&compost lift X 3.1 Amend =cu.yards/1,000 sq.ft. Stockpile and amend X ,000s sq.ft.in this area ( cu.yds. stockpiled) =cubic yards of amendment —>—>-->—*—* QUANTITY: CU.YDS. MULCH ,000 sq.ft. PRODUCT: X 6.2 (conversion, to give 2 inch mulch depth) =cubic yards of mulch —*—*—*->-*-> QUANTITY: CU.YDS. TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS(complete on page 1 only, totaling all areas/pages in this Plan) ❑ Product#1: ❑Quantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) ❑ Product#2: ❑Quantity: cu.yds. ❑ Test Results: %organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) ❑ Product#3: ❑Quantity: cu.yds. ❑ Test Results: % organic matter C:N ratio<25:1(except mulch,or<35:1 for native plants) "stable"(yes/no) Date: Inspector: Approved: Revisions Required: Date: Inspector: Approved: Revisions Required: Version Date: February 20, 2019 APPENDIX 4— Determining Construction Site Sediment Damage Potential (Appendix 7 — NPDES Phase II Permit) Note: See attached Version Date: February 20, 2019 Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment. Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction. Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1 —Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; iv. Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. STEP 2 — Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to, the following: i. The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. Version Date: February 20, 2019 A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: iv. Sheet flow through a vegetated area with dense ground cover v. Flow through a wetland not included as a sensitive feature vi. Flow through a significant shallow or adverse slope, not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site, the assessment is complete. vii. STEP 3 —Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site. Assign points based on the most critical condition that affects 10% or more of the site. If soil testing has been performed on site, the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey, the dominant soil type may be in question, particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case, the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low ❑100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. Construction Site Sediment Transport Potential Worksheet A. Existing slope of site (average, weighted by aerial extent): Points 2% or less ...0 >2-5% 5 >5-10% 15 >10-15% 30 >15% 50 B. Site Area to be cleared and/or graded: <5,000 sq. ft 0 5,000 sq. ft. — 1 acre 30 >1 acres 50 C. Quantity of cut and/or fill on site: <500 cubic yards 0 500—5,000 cubic yards 5 >5,000 — 10,000 cubic yards 10 >10,000—20,000 cubic yards 25 >20,000 cubic yards 40 D. Runoff potential of predominant soils (Natural Resources Conservation Service): Hydrologic soil group A 0 Hydrologic soil group B 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E. Erosion Potential of predominant soils (Unified Classification System): GW, GP, SW, SP soils 0 Dual classifications (GW-GM, GP-GM, GW-GC, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) 10 GM, GC, SM, SC soils 20 ML, CL, MH, CH soils 40 F. Surface or Groundwater entering site identified and intercepted1: Yes 0 No 25 G. Depth of cut or height of fill >10 feet: Yes 25 No 0 H. Clearing and grading will occur in the wet season (October 1 — May 1): Yes 50 No 0 TOTAL POINTS >100 1 If no surface or groundwater enters site, give 0 points. APPENDIX 5—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale) Note: See attached • �l A'VINE MAPLC elf r'1, c,rs 1'��. - ..-�-:,_ .. N85.01614'E114.40• / t' 't � L�•i �f�"�'1 �^ • , TOP OF STEEP SLOPE LANDSCAPE LEGEND `•` IN o7,9a PO( `d•J C, _ -INC--\ - J.STERLING MP 4 '� Q7' !/ �gP - _ 'o EXCEEDING 40% LAWN AREA OR ,.�,�.;��,,:;,.,��R t M ��1 `�•' �`� '...~; _-� EXISTING/REPLACED J.STERLING16.42 GN\NP . �) 1100` ON �1 , �t \ VEGETATION O` Cal " ^ lJ ®IIFAPPUCADtEI S� ` '- • \: NP R P K fIllrel40, (� '�' LINE TABLE CONCRETE DRIVE U8"=1'u.N.o. • •KYr/Mt Ae„W ION Oye,N1 �, „;;�K rc �ua•reeu• ©,. *Nb 50 , O. BEARING DISTANCE 05-14-2020 _�IFArbuc- 4rJ) MULCH-PLANTING BED L` __ -,. - 1 �Xi - _ N 31 °27'27" E 10.00' 06-25-2020 {� �V 0 ` - 1 -CEDAR TO or 1.• S 1 /�\•_ fi i) 1. ', O 1 11 1 iii -r" ` 'eenpl.+over .. ��1' .I�1,` O G S -\ t ` N 57 47 33 W 13.54 rr ll/�� J� e T A EXISTING BEDROCK f- , Rr ,,�[[fff` R�1 •..,.; ...et � • • 1 I ' o •CO• ->A�Ce�: �4'ROCK OR ALLCN CLOCK WAL �T.. `�``Q/ ' / •l�''a . _ `,` t, ----- - • ,1/, • Y - •O • a FINAL DESIGN LAD.el- " '� _._ f/ t r' I ? 1' •� °�`_\ t. ,' yi►,%:. !N) • m -- ) Q �` 30' SETBACK TO ;-rcV.i--. \- • c 5r-.,._ ,.-r ��¢�t ` • STEEP SLOPE �. • `4 I �` = ?- Ica"- e �` �4�: ::::::::::EE Trli `I '�•• '\ ►/ L / y. -•.� • I I l •:� • O. P OaAa '• `,`; '.n:'`y i �•,.-`>% :,'. " ,� • . s d ` '�. S -�M GN&R~R C,sOZ \... ' vE `otts ,• `,� Q CO y t ),,:" ..7 - .. 0 *-1 .....u•-• -...01 • ° \lp -''ko CD 0 I • ..%'� r.eawYKeiCnsfTtlwllarro[rsa/ • O 1• CATCH BASIN PER ATTACHEDja A - I •� \t 0i 5 al ., .^.'. °en.naorcarsYmcantrvrsaow .. ti, +.` y tr,.-----;----;- SHRUBS/PLANTINGS u.-M.1: areea••Tatntua 3:. �'-•> ?• .\ NST RM WATER MITIGATION DESIGN .�,�1I�- 1•ee. ` . i' 'y • .�` 1tM'JlCtl11•C aJ luwel[UT,U•I1rIN e ' Qt+" ,/ ,t e,l� % \1 Q O • or w.unaxn,sw�aoalua slunuoe� �� \ \'\ \\ \ 0,60s, , / "` • • f TOP OF STEEP \ ,` \ \ P �# 11 t�� o . ! 60_M ,y/•'� ` _ • EXCEE°ING40. \�\\\\\��\` �/ ✓� �2 9i�Lp FINAL LANDSCAPE DESIGN T.B.D. i •o f' ��� 1 �r� v LINE TAB ` I\ `�\A, \\ �" \IF S R (111i.i' 1 `, co y �cD MINIMUM TREE DENSITY W .� D Y S I' / , Yncp efeunO,X.,cwm LL ,W.=...`��� --,�/.,'�. "D O. BEA- �lti �. s ;' FF 63' . , ,- �� m,•.,, ari avn„� •o, r1 Calculapon of the Total Tree Dolts no dmd.The total number of boo units remelted r ,;, C.,�g . '' nl,N 31'2T ''!,% \ •IONIOLL ` \ r i �� v .-r G.:1 �• 'e lobo provided by o«pulated protect or bee conservoUon penn4 approval listed In E •.�,.,"^ a„-• a`-+�r�l f:+r'V i':p',l'�O / ra N 5T4 T3 \` ' v1` \ �•. ( �, ,, 11 Suction 1050.100 oimU be calculated by dividing woes tile arm Moue arty pub4c O '-• ` _ 1 -h'G• /R \• `tom \, 4 \ ',A Q' or privets sheet dOhle.otwoy.by one thousand Table 10.50,120(0).Tao result or,ho uGI S• \ •\ .d ' i rd cniwlodontN0 bn rho aural a,(mber ofboo unbf roqubod kr rho amlcd nppmval C �f." ,:: .> ` C 3tySETBACKTO \', •s ' ,1a tI��` �\ , \ift \ ` �� Wllhln Iho bulYLnp alto,mt:r-CREDITS tdET AY Ta15T1110 TREE.vEntrY. ,uV, . ,, da e STEEP SLOPE \I \ , / 1i. '� 61 c�; \ a \\\ ` 1 6 t t( LOT SIZE:34,068.8 SQ,FT. TREE CREDITS REQUIRED:35 cs ii C `" w Llu`!et' ive.^:'' �� \ ` � ' 0 \�` •`t .a J oLOT INFORMATION r\ � v! ✓ r i� ^' �"`,�,,/ �o� �i` :\ \;"', \t \ . \ -2 1T `` ,�^� J• LOT SIZE:34,069 SQ.FT, Z of* c� cl h `Gla/e.�ir•c,enn.aan ' '♦ h ',/ r<- W�� t \ \ ` ..ou. �, .fit. 1�/ r'):96.10; ?•ryauua.ulmrlaYasrrer ® ,,�•��� , �o t - , \g 1 •. • 3 J• CLEARING LIMITAREA'ENTIRESITE WrO ,c \'`\ \ ` '', i '4%\ ``\ \ 3 t\ / ` ��� ` \'/ "-•, •0 AHORG4NE AREA BETWEEN TOP OF SLOPC AND 200'LINE:A,iG1.0 SOFT, O • `i a r"�, { e 1 1r.•', "�a�S ' •`• et 7�•SF / \ `i a 'Q �" MAX IMPERV•ON SHORELINE AREA(30%)=2,448.6 SQ.FT, m Q.'rr_ r: 5 T - FF-163 �\ l GT f ` t�l b��� /� oed• ii' \` \ / , c N� 7� \ , ` I e(1 ' 2,K+ v t a \,,.•• . 1 \- r � �0,\� \, <1N ` Cp ACT.IMPERV.ON SHORELINE AREA(29.9%)=2,447.2 SQ.FT. • � ' ,/ 1111Wc li ) • :t' d. ` Q C- o rf//_� ..,• \ t v MAX BUILDING COVERAGE 35%:11,824.0 SQ.FT. Q © `` r;, 1 ' O. 1 r �11 �� ` i ACTUAL BUILDING COVERAGE(10.06%)=3,429.0 SQ,FT. • �` vt •1 ' t\ �� 1V ;; 1' ' d 1 °� \` \ �//PRVIWSPAVERS '�. ', o U e\ ' \ ' '1 � / L 01, ^` D , � _\ , ® w ` �u) IMPERVIOUS ROOF AREA W/OVERHANGS:3,541.19 SQ.FT. 7 � „ , ` _ 1 �- `1 �"o•3• , 1 �`�1 'bb0+++� t`� � r� , �� �® 'r ,1, t L U.1 cG ` ' ``�i ''�'� �, �' , ^� \m, ,a6 \ ° t '�'. -tc w, wa �� `. a IMPERVIOUS DRNEWAY&SIDEWALK AREAS:2,575,81 SQ.FT 0 ~ _ o Li L' s ���' \\W 'A�',L "' !1 2 e °m \ 3�� 11 e ^ sQ�� es ®�,%' A 11, W W' e { • �� / ��" • d, ` + •T >e \ ns• C2 , , P \` Q TOTAL IMPERVIOUS AREA:6,117 SQ.FT. Z :At, \5: \ �+ y '/,5 i����\• O 1 �1�{, \ e 13+ air // ��, '�' `t 1 (� • \ �\`,;1,\ 1,\�/� . `"' 4 ote,li°10 OW"' at '�°', "o •a"-\ - _ ,. �0 - ', TRUTO 4. PARCEL#P134590 w Q •� C ... 1' •t•. W 'rt. Oliltriii:',i\4 �i , r , �b3•t � \ 1 �,/ 1, BEnEmovEcb , ', W W Q N 1t a•1\\��,\ 6� ` \1--••.::� \` ; o `,, i" ,` '\\ \ `7 ' G.{QeCj�r/ /� `,, Cti:..'S •1't `t �O ADDRESS:28020AI<ESAVE.,ANACORTES,WA99221 JZak c '-•• 'S� ,r� f 3 CAR GARAGE i� \\ \`�4 �. \ , t�M s`�`V}r` / , f �/ `\ 3 CAR GARAGE•NA► \ OWNER: BRUNER C uj o0 J e\t'i 200 ,i i7 .`� `- FF=63 ,, m. \ ' 0, \ ` 1` 63' 0 O) �� ��'"' ` "9 I \ \ , f 70\. p0 \` t, I �N --� �� ; i `•-'a • FF = 1 1 NOTE: Q .e , 2 �� ti, P e \N- v \ y -CLEARING LIMIT TO BE ENTIRE LOT (n O �! , f\ \ ` \ ,. -• �'. 1 -t \ �! �C tC ` t'�`! 1� Ow W W P `i 1 tt � I'`, ri� e ��`�L. \ D�a�"'SQ � G '�' �.. crtcKs V ' 65.r J�• -STANDARD HIGH VIZ.CONSTRUCTION Q Z 1 \'\ �'; ,'• '/\ •\t \�N ' \ 4� 1 \ 91 �t1GHT1N , tt ` 1 l`3�FENCE TO BE INSTALLED WHERE HIGH VIZ 0 Q \\`- 1 't ��s at owcwAr e�t -- 1, , , \ \,\ 1 ti v} �IU�Po `w 1` � .} `t 1t SILT FENCE NIA. l- NI i. \ \ `,f - .— e��; `,` �\ `, `,, \ w, l�� TnlLro ` CUT AND FILL AREAS TOBEANYWHEREHOUSE, Cr �� ,�� '��` n \ , \ \ �� t `<t t t DRIVEWAY,OR PATIOS LOCATED.CUT AND FILL m N p. t; '\ v •\ '•'\ `, \\\ , e ' �' e' `� ti ` '�'�''r tt At• 'I'' 't •PPROXMATE,DEPENDENT ON FINAL GRADING. � � '�\\\ •\\e'\)&. e' "'" ' \\ ''`� `'t ` \ \ \ 1 `t '." 1 -V. TRE•E TO `, `• 1` VERIFY UTILITIES EXACT STUB AND HOOKUP ... > , S t \ 'to: r$ DL RU.SOVCO.. _.I \ w t , 0 P \ n {; `� .i' , / t LOCATION WITH SUPERVISOR. Ar !�� 'i: is• e'` . , \ �• ui: .. \ �' , ,�� , t b8 ac �$2 �`\`, \,\ ':` t \\ N. ,`t '�_ �1,322 SF DRIVEWAY `, j '`, 1 -MAX 20'WIDTH DRIVEWAY ENTRANCE©STREET W t;l `&1 t .. Q / Wy t `�\ , 1 \ ✓ t.': (AMC 19.53.03D) O- Vial., • ;� •• 1 Z t \` \ _/ , -RUNOFF FROM DRIVE NOT ALLOWED TO (,cf) ,>y ; \t i2, sF �� N'` ` 1 , SHEETFIOWTOSTREET a `�d,_,.. ,_\ • . 9FpgVFpo.N _ 0 ,` '• '`' ` (AMC 19.76.070-CONVEYANCE) 1 d z � � R.Fw^r. lr:-' et • t', MINIMUM REQUIREMENT#2 BMPSz � i 'v*%%'44\\. 41 1 �� ,, `, ' \\,.....:7 ' \,,t BMP 75.13:POSTCONSTRUCTIONQ 5APesi t ' fir,, J, \' , �< / 11c SOILQUALITYANDDEPTH —.I a, 3"4rt 1 r i o,iti4 tea ' nt d''-.� �T) Yy PLAN AREAS \ lrt..e: r t\,, i VG+p�V p O ti,' Y! ® c rn Gtt< LZ. ` . 1 /V F/�S K n.''Z,, BMP C233:SILT FENCE 06 111 III iMg _._. P�� �', 1A; _ - � MAIN FLOOR 2,064 SQ.FT w ` \ I • • - } 1 -'" , i t� rn �� \ BMP C105:STABILIZED CONSTRUCTION• glib BASEMENT 1,569 SQ.FT �' \ I OP` O•,O 6� �,, ' ' i' `�` � ® ENTRANCE!EXIT U) g'� u ceDAR 2 1 , ` ` a 1 /Ek 1. --_�` 0 STORM DRAIN INLET PROTECTION TOTAL LIVING AREA: $ 633 SQ.FT. P I U • \ iN c2 \ \ 1 `. ', 1 SOIL STOCKPILE ! \ 140.20-00 e i GARAGE 920 SQ.FT Z sIXOOF Tt 1`. \\` r �t OWNER APPROVAL t t !, © BMP C123:PLASTIC COVERING ENTRY 73 SQ.FT.• �.-} \I VI\ •, ` INITIAL . 7 ! gg96 O E cJ P 11 ` ,� '" -- ; m�1TxnsPa 1501LSTOCKPILE ,PAGE fi: COVERED DECK 67 SQ.FT. e23� P�F. t�, ` • ? tt -- II'.rl © BMP C123:Pler LASTIC COVERING • OPEN DECK 231 SQ.FT !• N O , ����„ li tt `�Q SF Op p N! ' !SOIL STOCKPILE e" i COVERED PATIO 254 SQ.FT. 1 \ DCAOr LOCATION OF , t u'DFi `\ ,' qO RSV ® BMP C154:CONCRETE WASHOUT AREA PAGE: i • SS STUB UNKNOWN. , PERVIOUS PATIO 219 SQ.FT • • (VERIFY EXACT LOCATION) \ • Fi�nn'� • `T R CONNECTION FULL SITE LAYOUT > �` ,1, �VigY © BMP C130:SURFACE ROUGHENING 2 of 2�1 STORAGE/UTILITY 259 SQ.FT. _ WATER c I 1/16 =1' 1 t, `, APPENDIX 6 — Documented Site Photos Show all directions of the site, including frontage) q .; y PL•GE?SJL;VD s k ti , , �' . 4 d r * . 4 • ' "`" . ..,:t°F t. 4 1Z114 4:4 + 1 A. -. S s r .lex 4 j { 4y ,„ , ... ..., „, ...., 4 .. _ . ,. ., , ..A ...t . . . , . - .....-- , , , ... r ,`' . • ,,''uu /�p �.', -- ANACOR 5 . k __ 't .\ t II } AA it e A ' fis • t Lt:. • Y _ f , 1 Y L A ... a t . }' f*� � F Mat' ' rV i a • ,. qk .41 . ,qtitir;;PP' ` it —` t_ ‘.4` • .F 4r._ ° ss? t r' 1It li .1114....' 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