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BLD2010-00251
•UILDING PERMIT APPLIC�N MRevew Typ: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD10-00251 Received Date: 7/14/2010 SITE ADDRESS: 1013 S DISCOVERY RD PORT TOWNSEND, 98368 OWNER: WILLIAM JR &VANESSA HAMMER PHONE: 360-385-3671 JASON & KIRSTEN HAMMER 1130 S DISCOVERY RD PORT TOWNSEND WA 98368-9245 SUBDIVISION: Block: Lot: T 103 PARCEL NUMBER: 001174018 Section: 17 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW DETACHED HEATEDGARAGE/SHOP W/ BATHROOM & U/G 250 GAL PROP TANK TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 3,072 VALUATION 303,974.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 1 Total: 0 Total: 1 Routing Date: (11 q-10 Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,136.75 LYK 07/14/10 117980 APPROJEJ Plan Check $1,388.89 LYK 07/14/10 117980 State Building Code $4.50 LYK 07/14/10 117980 SEP 152010 Total: $3,530.14 Jefferson County Planninc & Building Department 0 • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT #: BLD10-00251 APPLICANT: JASON HAMMER PHONE: 360-385-3671 KIRSTEN HAMMER 195 KRUSE ST PORT TOWNSEND WA 98368-9270 SITE ADDRESS: 1013 S DISCOVERY RD Issue Date: 09/15/2010 PORT TOWNSEND, 98368 Final Date: 8/13/2014 SUBDIVISION: Block: Lot: T 103 PARCEL NUMBER: 001174018 Section: 17 Township: 30 N Range: 1W PROJECT DESCRIPTION: NEW DETACHED HEATED GARAGE/SHOP W/ BATHROOM & U/G 250 GAL PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/13/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 8/13/2014 BUILDING PERMIT • EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD10-00251 SITE ADDRESS: 1013 S DISCOVERY RD Date Issued: 9/15/2010 PORT TOWNSEND, WA 98368 Date Expires: 9/15/2013 APPLICANT: JASON HAMMER KIRSTEN HAMMER 195 KRUSE ST PORT TOWNSEND WA 98368-9270 SUBDIVISION: BLOCK: LOTS: T 103 PARCEL: 001174018 Section: 17 Township: 30N Range: 01 W According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 9/15/2013. To keep your building permit active you must pay a$228 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by time of expiration, no more inspections can be performed until received. A Final Occupancy will not be approved until the septic system permit is finaled by the Environmental Health Department. Please contact our office if you have any questions. Sincerely, Permit Technician cc:file \u idemark\data\forms\F_BLD_Permit EXP_Ntc.rpt . JEFFERSON COUNTY 1) C,r,TJ NO. 142454 DATE 9/03 RECEIVED FROM K /-/aflhi'17eJ DESCRIPTION BARS# AMOUNT CURRENCY COIN t3LD 3i,-;;:' 9O31 CHEC KS Renetika aR C lii RECEIVED BY TOTAL-W---- ' .. .., . .. . . ..., . . I I . 1 . I 1 ',,,, 1 --i-L —k r 1 1 : '.,-; i 1 1 -,1--.Ari 7,_.....ss,_._.z.„...i. .._...,....;\____t_ --,,z III , 1 1 I -4'' -- ---.A . ,0' . tit W, 1 ul' le i . i OS ,_,, , . 'ti -v„ ,r-,... I, icl I 76 0 ! '. N ` H , 'IS 7,, 1 E-:. --.1. ^—t^r td I 1 ! , ; z.. . , .r, V t• it 1 . al? TT 4- .....,4- 1J a . 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( . ) Local governments may require specific setbacks in sites with steep slopes, land slide areas,open water features,springs,wells,and septic tank_drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the - following: 1. All infiltration systems should be at least 10 feet from any structure, property line,or sensitive area(except steep slopes). 2. All infiltration systems must be at least 50 feet from the top of any sensitive area steep slope. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the . buffer width • 3. For sites with septic systems,infiltration systems must be downgradient ofthe drainfield unless the site topography clearly prohibits subsu face - flows from intersecting the drainfield • General. - 1. Drywell bottoms must be a minimum of 1 foot above seasonal high - groundwater level or impermeable soil layers. . 2. If using drywells,each dry*ell may serve up to 1000 square feet of impervious surface for either medium sands or coarse sands. 3. Typically drywells are 48 inches in diameter(minimum)and have a depth of 5 feet(4 feet of gravel and 1 foot of suitable cover material). 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or d ywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 4 feet. • 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide t hazard area or slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist,and with jurisdiction approval. 3-10 Volume Ill—Hydrologic Analysis and Flow Control BMPs February 2005 , Roof Downspout House f..�–(Ytrd Drain} 1111 • • /////// Rod flow p 0 40 irrch Diameter DRY WELL. Hole Fifledwili PLAN VIEW , . 11/a-3'Washed NTS Drain Rods • • Roof DavnspoU House 0 Cherflow i 1C" PVC' 11 11 5 lash Block Topsd FI Rh ice miliiiit,.,...,..--,-,.., ,A ,I. ILL-111111111111 ...,....,.1.1111.111111— iipi Fine Mesh Screen Min.4 cis. fi ', -.� �17.1-0-1'- .i '; .! - ; is • Catch Basin ...-,c, - {Nerd Drain) `,, '" 481rch Diameter I'' 4'cnin- Sides of Hole �Filedwfh Linedwih t,� t WaNICADI Flier Fabric ", • •t ie min. al, :F; Min. i'&bare eaaGonaI- L.L High Groundwater Table SECTION NTS I I Figure 3.4–Typical Downspout Infiltration Drywell Source: King County • February 2005 Volume Ill–Hydrologic Analysis and Flow Control BMPs 3-9 1 i • • i Design criteria for Splashblocks A typical downspout splashblock is shown in Figure V d is sloped away from the foundation and there 3is.7. a if the • vegetation and area for effective dispersion,splashblocks will adequately - disperse storm rmwfl± Ifthe grouind is fairly level;.ifthe structure includes a basement,or if foundation drains are proposed,splashblocks with downspout extensions may be a better choice because the discharge point • . _ .is moved away from the foundation. Downspout extensions can include piping to aspshbiock!d�' e • point a considerable distance from the downspont,as long as the runoffcan travel through a well-vegetated area as 'bed below. - Tlnefollowirng apply to the use of splashblocks: 1.. A vegetated flowpath of at least 50 feet should be maintained between the AsclUirgePuird and arOrPrePertY Ike,structure,re,steep•slope, Wetland,lake,or other impervious surface. Sensitive area biers may count toward flowpath lengths. 2: •A maximin•of 700 square feet of roof area may drain to each • • •.spla:thblock. 3. A splashblork or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep)should be placed.at each downspout discharge point, • . -- - 4. No erosion or flooding of downstream properties mayres� • 5. Runoff discharged towards landslide hazard areas must be evaluated by a professional engineer with geotechnical expertise or a qualified geologist. Splashblocks may not be placed on or above slopes greater • than 20%or above erosion hazard areas without evaluation by a professional engineer with geotechnical.expertise or a licensed geologist,hydrogeologist,.or engineering geologist,and jurisdiction approval. 6. For sites with septic systems,the discharge ' of the primary point must be downslope P ry and reserve drainfield areas.This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions(soil permeability,distance between systems,etc)indicate that this is unnecessary. • . s February 2005 Volume 111—Hydrologic Analysts and Flow Control BMPs x-15 i 0 • • • t - �i • house . J1 i •..;... ...., • Roof - . . . - s . i selves up to IR • . 700 sf.Of roof µ • .. • 5o'min. V .: iii . flaw.path, . . ___ 411 HE e I _ � i fr � F ,i i bIck J . •- .I ____-7- t 1 • NIB. . Splash IL b oirildhiralliPh-4'. . , I Figure 3.7 Typical Downspout Splashblock Dispersion 1 i r . 1!= 1= : t • M: . I I I i I 3-16 Volume ill-Hydrologic Analysis and Flow Control BMPs ebruary 2005 • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place;additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details.Note:the 100'minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile hall meet the following standards: _ Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM D4632) 30%max. Mullen Burst Strength(ASTM D3786-80a) 400 psi min. • AOS(ASTM D4751) 20-45(U.S.standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours,excess concrete is often available for this purpose. • Hog fuel(wood-based mulch)may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads.Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Y �Y Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quanY spans alls if the hog fuel is not g preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the sub Pe �an subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104)shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume II-Construction Stormwater Pollution Prevention February 2005 . , , • • • Whenever possible,the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in Standards accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance,or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C 104)shall be installed to control traffic. • Upon project completion and site stabilization,all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driveway Mal meet the requirements of the PelndIdng+Wrn' It Is recommended that the entrance be crowned so that runoff q drains off the pad I,• :.tr, Instal driveway culvert .i If there Is a roadside ;ea•,•',� re present ditch a;r 4-•quarry spalls \I GsotexIiis 1r min thickness,T.- ,\(; Provi&tw width of • I krpross/eorsss area Figure 4.2-Stabilized Construction Entrance February 2005 Volume II-Construction Stonnwater Pollution Prevention 4-9 • • HAMMER STORMWATER MANAGEMENT& MITIGATION PLAN MLA#: 11(41-tits— Case#: —1141) JO-aso JUL14 2010 Parcel#: 001174018 Legal: Tax Lot 103 Less County Road R/W#92385 Bound Together Through BLA#109201 SE 1/4, Sec. 17,Twp.30 No.,R. 1 West PPROVED 1013 South Discovery Road,Port Townsend, A tMWATER PLAN Prope ' ,9 n. ': William&Vanessa Hammer• fit, A. ,, `iJ 1130 South Discovery Road SEP - 8 2010 sto" ,v, / - Port Townsend,Washington 98368-9245 ReQti‘Ce JEFF r>' OU Scope of Project DEM OF CO„ ']I 'F it; M NT gym The project is the construction of a single-family residence and de • i-• *r•• [217,800 square foot] parcel. The subject site has a well-head, and contains an existing "ite drainfield with reserve area[SEP07-188]. The proposed development's impervious surface total falls within the "medium project" impervious surface requirements under the Washington State Stormwater Management Manual for Western Washington tir It is the owner's intent and responsibility to provide this plan for stormwater management on the subject site consistent with the presentations herein. Soils Data l L Source of data is the Soil Survey of Jefferson County Area, Washington, U.S. Dept. of Agriculture, Soil Conservation Service. The principal soil type for the subject site is "Clallam Gravelly Sandy Loam" [CmD]. The soil is well drained. The seasonal water table is >5 feet. Permeability is moderate at up to 2 inches per hour, and holds 2 to 4 inches of water available for plants. Runoff is slow to medium, and the hazard of water erosion is slight to moderate. Shrink-swell potential is low. Frost action potential does not normally exist for this soil type. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. The project is a 3,072 square foot detached shop and a 1,760 square foot single-family residence with attached garage on a 217,800 square foot lot with paved road frontage["Discovery Road"]. The driveway will initially be gravel, but asphalt paving is desired. It is at least 160 feet in length. The proposed "development" impervious surface total falls within the "medium project" impervious surface requirements under the Washington State Stormwater Management Manual for Western Washington. Hammer Stormwater Mgmt Plan.doc 6/29/2010 1 • • Existing Conditions Summary 2. Describe the existing topography.Indicate contours on the site map. The site is a perched terrace in the area, with essentially gentle sloped uphill leading away from Discovery Road. The property slope average is less than 20 feet of elevation change from the North to South. 3. Describe the existing vegetation.Indicate native vegetation areas on the site map. The top of the terrace has previously been cleared and leveled for the placement of structures. The remaining vegetation is essentially on the perimeter of the site, and is predominately first through third- order growth, with Douglas Firs, some Madrona, and Alder and Willow trees. 4. Describe the existing soils.Indicate soil type on the site map. The predominant soils consist of the "Clallam Gravelly Sandy Loam" [CmD] series of hilly glacial terraces. 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site — above, below, and on the ground). Indicate existing storm water drainage to and from the site on the site map. Depict separate drainage basins on the site map,if applicable,and indicate acreage of each. The soil is moderately drained. The seasonal water table is >5 feet. Permeability is moderate at up to 2 inches per hour, and holds 2 to 4 inches of water available for plants. Runoff is slow to medium, and the hazard of water erosion is slight to moderate. Shrink-swell potential is low. Frost action potential does not normally exist for this soil type. 6. Describe any excess levels of noise generated by the proposed use or activity. The proposal is for construction of the shop and single-family residence and only the typical accessory uses associated therewith. This property is a large parcel, which inherently provides larger property setbacks. Excess noise is not a factor as it will be short term during construction only. The shop is proposed for the owner's private use. 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands,streams,steep slopes,etc.)on the site.Indicate location on the site map. The property is a perched terrace in the area and slopes away in all directions at the perimeter. The home and shop are to be located to the west of the knoll. No critical areas have been determined for this site. 8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive/critical areas(streams,wetlands,lakes,steep slopes,etc.). Adjacent properties consist of single-family residences nestled in amongst trees and served by gravel private driveways. No sensitive or critical areas have been determined for this immediate are, as known by the applicants. Hammer Stormwater Mgmt Plan.doc 6/29/2010 2 • • Permanent Storm water Control Plan This portion of the Storm water Site Plan consists of the selection and installation of the appropriate storm water control BMP's and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution- generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. Please see Master Permit Application submittals for these calculations. 9. Describe the developed site hydrology, as proposed. Indicate whether storm water will be fully dispersed(i.e.,per BMP 15.30 in the Manual)or,if not,what types of storm water flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. All stormwater is to be `fully dispersed". The development of impervious surfaces falls below the 10 percent impervious total threshold. The placement of the garage and built-in permanent gutter and downspouts will provide channeled roof flow via the downspout and splash-blocks, since there is in excess of fifty[50]feet from each to the property lines. If the proposed project was found to not be eligible for roof stormwater conveyance via downspout and splash-block dispersion, the proposed project is eligible for dispersion system using an infiltration drywell. [See item 14. below]. Each proposed drywell will serve less than a maximum of 1000 square feet of roof surface. The drywell would be constructed with the performance-based design from Chapter 3 "Flow Control Design"from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure3.4 "Typical Downspout Infiltration Drywell". 10. If the project requires the use of storm water treatment facilities, describe the types of storm water treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large" projects or projects that involve the potential for dispersion of contaminants.] No storm water treatment is necessary for this project that will fully disperse stormwater. 11. Describe the performance goals and standards applicable to the project. All storm water is managed so as to not create erosion or on-site/off-site migration impacts. This is evidenced 12. Describe the flow control system. The placement of the shop and residence in the center of the acreage allows for the dispersal to use the land for transpo-evaporation, and natural infiltration. If the proposed project was found to not be eligible for roof stormwater conveyance via downspout and splash-block dispersion, the proposed project is eligible for dispersion system of infiltration drywellsl, based upon the performance based design of Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure3.4 "Typical Downspout Infiltration Drywell". The drywell bottom would be a minimum of one foot above the seasonal water table, since that table is reported to be five[5]feet or more from the installation of the drainfield system. Hammer Stormwater Mgmt Plan.doc 6/29/2010 3 • • Each drywell would be 36-inches in diameter and have a depth of five feet[four feet of gravel and 1 foot of suitable cover material]. Filter fabric [geo-textile] would be placed on top of the drain rock and on the drywell sides prior to backfilling. Conveyance piping from the downspout to the drywell would be the performance-based design from "Figure 3.4."BMP. 13. Describe the water quality system. None is proposed or required of this proposal water treatment is necessary for this project that will fully disperse stormwater over existing surfaces. 14. Describe the conveyance system analysis and design. None is proposed due to the low rainfall statistics of the area, and due also to the size of the property, and due to the expected performance of the surface dispersion. The soil type is gravelly sandy loam, which allows for the use of the dispersion via downspouts and splash-blocks, and if not allowed, drywells would be incorporated using the performance based design from Vol. HI, Hydrologic Analysis, Flow Control BMP's, Figure3.4 "Typical Downspout Infiltration Drywell". Conveyance piping from the downspout to the drywell would be the performance- based design from "Figure 3.4. "BMP 15. Describe the source of fill material; physical characteristics of fill material,and deposition of excess material. House and Shop foundation excavation material will be primarily re-deposited, and back-graded to form a slope away from both. It is estimated 65 cubic yards will be excavated for the foundation of the shop, and the house at 30 yards. Fill material would consist of the excavated material for foundation backfill. 16. Proposed methods of placement and compaction consistent with the applicable standards in the International Residential Code,2009 Edition. Light machinery use will provide primary spreading and compaction, normally with the use of a bob-cat. Foundation excavation could involve a backhoe, dozer, or excavator. The driveway and road approach grades currently exist, the native gravel provides an excellent base material.A 5-ton roller could be used to stabilize the material, and the crushed rock surfacing. 17. Describe the proposed surfacing material. Yard area around the garage likely will be seeded with grass and contain traditional landscaping plantings. 18. Describe methods for restoration of the site. Reforestation is not required, as the site perimeter is freed No vegetation is required to be removed for this project, as the site is currently a cleared. The owner may choose to increase the number of existing trees and vegetation with additional plantings. Hammer Stormwater Mgmt Plan.doc 6/29/2010 4 • • 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. Not applicable for this proposal. 20. List here and include any special reports or studies conducted to prepare the Storm water Site Plan. None known for this parcel. 21. List other necessary permits and approvals as required by other regulatory agencies.If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. MLA permit from Jefferson County Building Permit From Jefferson County SEP 07-188 Conventional On-Site System Jefferson County Road Approach Permit[?J CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMP's indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Storm water Pollution Prevention(SWPP)Best Management Practices (BMP's)Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Storm water Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMP's used to satisfy the required element.If an element is not applicable to the proposal,justification is provided. Required Elements-Construction SWPPP: 1. Mark Clearing Limits. Minimize limit of land excavation to the garage site only, and marking [flagging] equipment operation zones if necessary 2. Establish Construction Access. The site is accessed from Discovery Road. The approach will use the "Erosion Control Construction Entrance Detail 3" attached. The existing driveway will be used. Wash-down of vehicle tires on-site will further control such occurrence during wet days. 3. Control Flow Rates. BMP C121 "Mulching" may be implemented to filter any and all downhill water flow, and thus stabilize the flow rate which will be directed to the existing stormwater swale on the west property line. Hammer Stormwater Mgmt Plan.doc 6/29/2010 5 • • 4. Install Sediment Controls. While limiting the area for construction of the house and shop, the applicant may install a silt fence at the west side of the proposed garage, to protect " downstream"silt from entering the existing stormwater Swale area during construction per BMP C233. 5. Stabilize Soils. The applicant proposes to use BMP C121 "Mulching"to stabilize exposed soils that are subject to erosion, where applicable along the proposed house and shop. 6. Protect Slopes. The applicant proposes to use "surface roughening" BMP C130 and soil stabilization with BMP C121 " Mulching" at the sloped area on the west side of the site during construction, until new vegetative growth is established, where and when necessary. This is also necessary to protect the existing drainfield 7. Protect Drain Inlets. No culverts or drain inlets exist either on or off the subject site. 8. Stabilize Channels and Outlets. No temporary or permanent on-site channels or ditches exist or are to be created to control runoff 9. Control Pollutants. No vehicle or machinery maintenance is to be allowed on-site involving fluids, and contractor's equipment will be required to not exhibit hydraulic oil or fuel leakage prior to storage or use on the site. 10. Control De-Watering (the act of pumping groundwater or storm water away from an active construction site). Since the proposal consists of a sub-grade foundation excavation for the house, in the event of any water retention, a small channel may be created during construction to allow drainage of the foundation excavation which will likely require the use of BMP C209 and mulching BMP C121 until foundation backfill is completed. 11. Maintain Best Management Practices(BMP's). The owner or owner representative is to supervise contractors to insure that BMP's are maintained to their respective functional design. 12. Manage the Project. Construction is to be phased to prevent transport of water runoff or sediment, and limiting work during wet conditions where there may be a negative impact. Coordination of any utility work—i.e., same trench use included, coupled with daily inspection and maintenance of system, is proposed. Hammer Stormwater Mgmt Plan.doc 6/29/2010 6 • • 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance(e.g., streams, lakes, wetlands,residential areas,roads). None to be affected b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). The proposed project will not result in or create off-site/down-stream drainage paths. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. None known to applicant. b. Description of special requirements for working in or near environmentally sensitive areas. None required at this time. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g., erodibility, settle ability, permeability, depth, texture, soil structure). Analysis of soil characteristics and topography of this site coupled with the proposed project scope do not indicate any erosion problem potential. 5. Construction Phasing. a. Construction sequence The applicant is to mark clearing limit area, establish construction access,foundation excavation, install proposed BMP's per plan, construct project, and then implement the permanent plan. b. Construction phasing(if proposed) Project to be started and completed within six to nine months. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). a. Provide a proposed construction schedule. Begin project in Summer of 2010, and conclude by Spring of 2011 b. Wet Season Construction Activities. 11 Proposed wet season construction activities. None anticipated beyond attempting to keep materials dry, and reduce the incidence of mud. 2] Proposed wet season construction activities for environmentally sensitive areas. Not applicable for this proposal. Hammer Stormwater Mgmt Plan.doc 6/29/2010 7 • • 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. The property owners of record. b. Describe bonds and/or other evidence of fmancial responsibility for liability associated with erosion and sedimentation impacts. The building permit process and site inspection sequence is to be conducted by Jefferson County, with back-up measures by the owner. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps: Not applicable b. Diversions: Not applicable c. Waterways: Not applicable d. Runoff/Stormwater Detention Calculations: Not applicable SECTION II-EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures are depicted on the master land use application and building permit plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. Stormwater Site Plan Changes Changes or revisions to the originally approved Stormwater Site Plan: any proposed revisions shall be submitted to Jefferson County DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project includes construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site Stormwater management BMPs),the applicant shall submit a fmal corrected plan ("as-builts") when the project is completed. These should be engineering drawings(stamped by a licensed civil engineer)that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Lc' - (o 4-30-)0 William and Vanessa Hammer,Applicants/Owners[&DATE) Hammer Stormwater Mgmt Plan.doc 6/29/2010 8 • • m 1 H ill Q Ill v z c H 7 ILI m) z 11 O I.42 H / S o6 0 III O 4'249 0 0 ° AOd�Oda+.•. : w \ co 49 4? 6aot-raocao.w.0,k I OcaO5aOO'.I.•' o z_ a1o.dj0°d✓00a,t'i��9 � ..• 06 0 o.+_.a.. O ,,p`,,i+ Q0 o0 Oxon O9o!;io> .�/.00cOO •.r f I cY oa000009j90930. ,9 . 0Ca O6aO0aO.+:O.- O 19095Oo 59x)±.0, 6050050, ,• C Z 100 a 00 00;� } V.0.0..0. C w '• � Co'a O `'� \ ;0, ° .4 oQ� JEFFERSOUNTY I r DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend•Washington 98368 A frettatstti 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment tat Master Permit Application MLA: I O' & 74 Project Description(include separate sheets as necessary): Pole Building:Garage/Shop:Heated by LPG Wall Heater Tax Number 001 174 018 Property Size 5/217,800 (acres/square feet) Site Address and/or Directions to Property: 1013 South Discovery Road, Port Townsend Property Owner(s)of Record: William and Vanessa Hammer J c4,S4eh. �' f t n 1-jam"?WO" Telephone:360-385-3671 Fax: email: Mailing Address: 1130 South Discovery Road,Port Townsend,WA 98368-9245 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies lBuilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a),C(d),or C]*" ❑Single Family 0 Garage Attached ulletach-•) ❑Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use 0 Short Plat** ❑ Address ❑Road Approach ❑Binding Site Plan** ❑Home Business ❑Cottagelndustry ❑Long Plat-- ❑Propane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis JUL 1 4 2010 ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use Q Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting bis permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required . er inspectio•s. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application • . he or s :nts prior notice. Signature: ♦ -i/aLL4 r £/. Date: 4 -3a- lb iiIIIIIMP11111111111111•111111111•11111/&.1111111119•111 '11,r�• /� �.]� *'^'fit MEP The actio or a.I. r'• ' will ' is k -s = = s uance s permit negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endange -. species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are' ."mpliance 'th the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable„ 'r nsibiiity "•hereng to and k:o plying wtitp,the ESA. The 'licant has read this disclaimer and signs and dates it below. signature: / iti'— CA"..e...4414-, Date: 4 _3 —I A A J 11114 C:\Documents and Settings\carat\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: M 3- W COi ) Ih5' __C Q',000 / (gOO .6--y7 ( 7/ / ( . 2'66 770- MAILING ADDRESS: '2 2 1 - 'Si, EMAIL: CONTRACTOR'S LICENSE C:ctr 'j t., q,' j 3 WAINS NUMBER: M L h�J TS c Q b ) �^' NUMBER ARCHITECT/ENGINEER: f LT PHONE ( ; ) FAX:( - ) �'�m h o I�� �` /may ���(Jr-� u MAILING ADDRESS: S aIn et Pp xG EMAIL Project Type: Frame Type: Bathrdoms: Shoreline: Type of Sewage Disposal: m New ❑ Wood Existing: 0 ❑ Sewer ❑ Addition ❑ Steel Proposed: 1 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 1 Height: V Individual System ❑ Repair ❑ Masonry SEP Permit#07-188 ❑ Demolition D Bedrooms:Other: Water Supply: Pd.Buiding Existing: 0 Setback: g Private well ❑ Two Party Type of Heat: ' Proposed: ❑ Public LPG Wall Heater Total: 0 Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed , IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Install t n I Ierj tit, k all items below that apply: nderground Tan rhAbove ground Tank Size of Propane Tank: 125 or 250 ❑Heat Stove Cook Stove ❑Woodstove Q Fireplace Insert ❑Hot Water Tank ❑Pellet Stove m Other Heater Is this appliance being installed in a Manufactured/Mobile Home? Yes / N6 When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed F©r Office Use:Only Amount Revision Main Floor Heated EH Bld App Review., 2na Floor Heated Consistency Review .f ie. Other Heated Base fee: a �, !- 5 Mezzanine Additional Section: Heated Basement Plan Check fee: 13n ...n Unheated Basement State Surcharge fee: ¢,SD Other Unheated Pot Water Review fee: �`� Garage/Carport SUBTOTAL Heated 3,072 03O 352,D. ig Decks 911/Rd Approach fee: .641,G7r/AZ. Other TOTAL: $ . )LI Receipt Number: 1 I I-7Q) Cash/Check Number: I�N ESTIMATED COST(REQUIRED) Date: 'Fair market value of all labor and materials foundation to finish 5,5-A. Initials: - r C:\Documents and Settings\caral\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc r ! = LO I-1 O 0 O Q LL N -0 ZU_ ---„, O H O CO O N •• -• d- • ¢ 0 �' (4- OD - C*) N -3 = C( O -a - LID ,-- <C V 4 O O L J O 'O X Cr 73 4J O C U CI = I-- L1J O O Z -1--P "O H O) m CC 7 J= J= J= U I- Q J] U U U Q O >. 0 J 0- Cl M `\ 1 U I- I- O O (7) LID d" OD O N LO CO 'O (7) CO O O I m U CO Cr N .- -O CO W O) O C = = CO 3 I— # N co '� O co O Cn 3 (3) J U 0 Cc) -O CC ••. 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( / ''''' toroissiou..."--" =0.0...•.....--.-;.-"" —..V. --- -''-V4Willow--....„.„.... „„,„,-.......--" "-----..;.... . .„. II k r _�_ • •■ L, itz.,,, Date / ,2i -7/Time received •)- " // am/ Mon Tues Thurs Fri BLD: /0/_ oZ,Sf Date: 7 - )-6-- 7 ( OWNER: /D/a• 1,-1 # L - Contact Name: ADDRESS: /01) 6LICP Contact No:)6 s~)7 ' /Sl Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground / Framing Under ground — Furnace Footing Rough in Air seal Above ground _ Gas _ Stemwall Hydronic Exterior shear _ Exterior lines _ Oil Straps Interior shear _ Interior lines _ Ducts _ Post Hole _ Ventilation Appliance _ Underfloor Gas/wood stove Insulation Setbacks _ Final Inspection Foundation— Block&Tie _ floor wall ceiling Address Posted • . • 4 Date '� time received qic--- am / pm on. Tues. Wed. Thur. • Fri. BLD: 0- C.--S' Date: t l't��- OWNER: 4rl kAfisike,A, Contact Name: _ ADDRESS: t C0?( Q G i"'l Contact Number:$ /- "21)3..-Q AV Notes: 0 0 - 206 l.. Foundation Plumbing Framing Propane Tank Mechanical Setbacks — Under-ground Framing Under ground _ Furnace Footing Rough in Air seal Above ground — 9 Gas Stemwall H dromc - -- Y Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/wood stove Man-Homes — Setbacks Insulation Foundation Final Inspection Block&Tie — floor _wall ceiling Address Posted 1 • . . • (7 -7.....-'-..:.-)-- -- -.;---,) - Ill --411111lit7-7 Date // -?°(-- //time receivecIL-P"I' v I am 67 Mon. Tues. _We . Thur Fri. BLD: (0 - ),r' / /-2- - ( Date: OWNER: /1 0-i P-1 0-..--1/— - Contact Name: ADDRESS: f0 Ij --.c - tfaeta-x, / 6 i r....,/ ....., Contact Number.360 5-3/ - /s ( i Notes: Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace Footing Rough in Air seal Above ground Gas _ _ Stemwall Hydronic Exterior shear Exterior lines Oil ____ Straps Interior shear Interior lines . Ducts c_ . Post Hole " Ventilation Appliance _____ Underfloor _ Gas/wood stove Man-Homes . Final Inspection Setbacks nsulatlo -; Foundation ,..? . ...A Block&Tie floor wall ceiling. Address Posted i • 1 S. 0 0 �,,,,45ON. `be, JEFFERSON COUNTY w ` DEPARTMENT OF COMMUNITY DEVELOPMENT qso )ate: 0°-C 1 Time Received: f0°)7 am/pm Mon. ue. Wed. Thur. Fri. Date: g-- I 2.__ - 3LD: (® . a- ( Contact Name: Olt _ 2 )wner: Contact Number: 360 _ address: 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water° ite' Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection xi Setbacks Floor Foundation Wall Address Posted Jefferson County Building D Sion Permit Nur : BLD10-00251 Applicant: VANESSA HAMMER BUILDING PERMIT INSPECTION APPROVALS kpplicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks ( setback from South Discovery Road right-of-way shall be 20 s I feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control SEE CONDITION 5 Post Holes Foundation Footing I_2I. 10 1 tiT -1'a z Footing Drains Underground Plumbing )(-fi,1 �� 1}`4'C I U eS .- [� -23-1b 9 - Straps(hold downs) rT l Ext.Shear Wall Nailing Rough-in Plumbing 1-1` Framing 1 (-1 (1) Blocking Wallboard Nailing Drywell/Alt Drainage SEE CONDITIONS 3 &4 Address Posted M 1e VexLkI woiu nuLiff u sm&tEb R.-10 FUNS— (1-2.3—t o TileI41G, i PT z i g f 'I r�k )1 / k C - 1 ( (115 c& IBS pox. 0 1- ( l f( \61-itgi LOcier FINAL INSPECTION giz_lek.:Fig, / IJo FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 1 BUILDING PERMIT I Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD10-00251 Received Date: 7/14/2010 SITE ADDRESS: 1013 S DISCOVERY RD Issue Date 9/15/2010 PORT TOWNSEND, 98368 Expiration Date 9/15/2011 OWNER: WILLIAM JR &VANESSA HAMMER PHONE: 360-385-3671 JASON & KIRSTEN HAMMER 1130 S DISCOVERY RD PORT TOWNSEND WA 98368-9245 SUBDIVISION: Block: Lot: T 103 PARCEL NUMBER: 001174018 Section: 17 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED HEATEDGARAGE/SHOP W/ BATHROOM & U/G 250 GAL PROP TANK TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 3,072 VALUATION 303,974.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,136.75 LYK 07/14/10 117980 Exist: 0 Exist: 0 Plan Check $1,388.89 LYK 07/14/10 117980 Prop: 0 Prop: 1 State Building Code $4.50 LYK 07/14/10 117980 Total: 0 Total: 1 Total: $3,530.14 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED CONDITIONS for Building Permit# :BLD10-00251 1.) THE SEWAGE TRANSPORT LINE FROM THE SHOP/GARAGE SHALL MAINTAIN A MINIMUM 50' SETBACK TO THE WELL. THE WATER LINES SHALL BE A MINIMUM OF 10' FROM ALL SEPTIC SYSTEM COMPONENTS INCLUDING TIGHTLINES. 2.) THE PROJECT IS SUBJECT TO COMPLIANCE WITH THE DEPARTMENT OF ECOLOGY IN STREAM FLOW RULE OF WRIA 17. THE PARCEL IS LOCATED WITHIN THE Quimper SUBBASIN IN A DESIGNATED COASTAL MANAGEMENT AREA; AS SUCH, THE FOLLOW IS REQUIRED: INSTALLATION OF A WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180). BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. REFER TO ENCLOSED DOCUMENTS FOR MORE INFORMATION OR CONTACT ECOLOGY AT 360-407-6300 3.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 4.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM)AND HAVE A DEPTH OF 5 FEET(4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 5.) CONSTRUCTION ENTRANCES•LL BE STABILIZED WHEREVER TRAF WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROAD�R OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 7.) A Stormwater Management& Mitigation Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 8.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 9.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from South Discovery Road right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 13.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 14.) Lighting fixtures shall be designed hooded to prevent the light source fro ng directly visible from outside the boundaries of the property. The intensity or brig ness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way.