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HomeMy WebLinkAboutBLD2007-00342 4PUILDING PERMIT APPLICATION ML Review Type: Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00342 Received Date: 6/25/2007 SITE ADDRESS: DA N DUQUESNE AVE PORT TOWNSEND, 98368 OWNER: SCOTT WEIDNER PHONE: (360) 379-2767 MIA WEIDNER 2280 TOWNE POINT AVE PORT TOWNSEND WA 98368-73'13 IRONDALE SUBDIVISION: Block: 123 Lot: 22-27 PARCEL NUMBER: 962112311 Section: 34 Township: 30 N Range: 01 W CONTRACTOR: HI-LINE HOMES PHONE: 253-840-1849 11306 62ND AVE E PUYALLUP WA 98373 Contractor's License HILINH*983BD Expires 11/8/2007 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 193,020.00 MAIN: 1,049 CODE EDITION: 2003 ADD'L: 952 HEAT TYPE: EEE OCCUPANCY: R_3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: GARAGE: 484 SHORELINE: CONST TYPE: SETBACK: DECK: 96 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,520.15 KAS 06/25/07 91325 Plan Check $988.10 KAS 06/25/07 91325 APPRL \/EIJ State Building Code $4.50 KAS 06/25/07 91325 Potable Water Application $58.00 KAS 06/25/07 91325 AUG I 2007 Total: $2,570.75 Jefferson County Planning & Building Department Jefferson County Building Dion Permit Nun.: BLD07-00342 Applicant: WEIDNER BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 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 'VOA eg 11 STAKED GUT rf r /9rdNr%•Z Erosion Control Foundation Footing (/: /N57.4/11- 7) z/r4/66 Footing Drains Foundation Stem Wall 7/20/6 # Under Floor Framing 2.8 D8 /1bo AtiC D� ? 24 z.)g> Straps(hold downs) EX'iP-21 Oa 5qP.0)126 /5 K /OOB Ext. Shear Wall Nailing ref) 40 / ��(JJJ��,Rough-in Plumbing 5pFraming `-( Q.a o Blocking Airseal 1C2 Insulation:Walls y Mer S S' " Insulation: Floors Insulation: Ceiling 1'<<I Li( C-U ^''t"Int. Shear Wall Nailing 4 'Z9 In , Wallboard Nailing k-c't or Drywell/Alt Drainage Address Posted f ooF 11-ewarez 3/10/os OT /J 0 L IM FINAL INSPECTION ' ,1,0.100-- FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD07-00342 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 20, 2007 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SARPA aquifer recharge area; coastal SIPZ. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) 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. 8.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 9.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 10.) The applicant is proposing to cripor add 2136 square feet of impervious s•e and 3929 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 11.) A Stormwater Site 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. 12.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 13.) The site plan as submitted with the building permit application on June 25, 2007 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 20, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a single family residence with attached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) A Declaration of Restrictive Covenant has been recorded on June 8,2007 under AFN 524267 for the purpose of consolidating the lots to meet minimum land area requirements for on-site septic ad to allow zero lot line setbacks. The Covenant is strictly for building and septic purposes only. 17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 18.) 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 autormobile 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 requriements 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. 19.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 20.) The road approach permit (RAP07-0110) must be inspected and finaled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. 21.) The building height is not to exceed 35 feet. 22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 23.) 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. 24.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surroundina orooerties or adioinina riahts-of-way. 25.) Minium setback from North Duglke Avenue, Prospect Avenue and North burg Avenue rights-of-ways shall be 20 feet. Minimum north setback shall be 5 feet. 26.) An address of 21 North Duquesne Avenue, Port Townsend has been assigned to the parcel. North Duquesne Avenue is a county local access (C678509). 27.) Potable water is provided by the PUD #1. 28.) The lots were created through the Irondale#5 Subdivision on April 2, 1910 under AFN 29795. 29.) A septic permit (SEP03-0115) was cancelled on October 29, 2003 and is no filed with SEP07-0215 that was approved on July 12, 2007. A road approach permit(RAP07-0110) will be issued with the building permit. .� SON oR11-,,V1Filt\V 1! . 4i' op• JEFFERSII COUNTY r44 -•i�, DEPARTMENT OF COMMUNITY DEVELOPMENT J�d 00'''a `` ' `.4 621 Sheridan Street• Port Townsend ' Washington 98368 360/379-4450 • 360/379-4451 Fax rQs NGx•O www.co.jefferson.wa.us/commdevelopment ,JLf SON�ilUIV !ii:1t Master Permit Application MLA: `?'l - 3J4- Project Description(include separate sheets as necessary): Now }-1 o fv Co:J S•F R o c: t.o 1; 0,1 1 r 6-c itiTh c l-cop ( t c,c Tax Parcel Property Number: quit ( 2.3i1 /962_1 (2308' Size: ZJ,cj 5.) S( (acres/square feet) Site Address and/or Directions to Property: AAX 1)0 Que.S)`t- Ave. /NogTNtiCS"F coR fetz of FRoSPeG? Rvcr f N. btiavescie Are Property Owner(s)of Record: 5 Ca« Mill, t i C2 Telephone: -3 - 3'7q -2-7 G 7 Fax: 36 o- fj(6; 7' � 3,S?,S z— email:.5Vrtri;tc��'.I;tiI.r4 .o. 7f� Aor...r,c��Mailing Address: 2 2S 0 4blu`i Pairi'T Atr t oR-r 7 0W:,,6 tu b, la ' t% Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies r.:wilding 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a), C(d), or C]** VSingle Family [NGarag6 Attached'Detached 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home 0 Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* 0 Boundary Line Adjustment ❑ Change of Use 0 Short Plat** ❑ Address ❑Road Approach 0 Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑Long Plat** ❑Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Sign 0 Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management 0 Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance ❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment 0 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a result or in consequence of the granting of this permit. I further agree to provide access and right of ent -to Jefferson County and i employees,representatives or agents for the sole purpose of application review and any required later inspections. St s access and right of will be assumed unless the applicant informs the County in writing at the time of the app• lion that he or she wants p for notice. r Signature: � r ' - .---'��~ � / Date: C�/4/37 The action or actions Applicant will undertakq,s a result the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"o n endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson —Fa—lies no assurances1o1 applicant that the actions that will be undertaken because this permit has been issued will not violate the A. Any individual,group or agency c file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance wi the Jefferson County developmen de.The Applicant acknowledges that he,she or it holds individual and non-transfe a responsibility for adtl�r o and comp " g wit SA. The Applicant has read this disclaimer and signs and dates it below. Signature: , - , .4 / - / f Date: �j%�lsJ 7 C:\Documents and Settings\canal\Local Settings, orary Internet F \OLK86\Master Permit Application 12-19-2006.doc ` ! • RI il-411ATM[ BUILDER STATEMENT The signer of this statement does hereby cert' that they are the ers of the parcel referenced herein,that they are not licensed tra to a at they will be assum`iii the responsibility� of thg"General Co r for the proposed project. J L Signature: c/1tr ®►'P�i 't /ill c a t 1.:t;' Date: 6//6%07 GENERAL CONTRACTOR OR MANUFACTUED HOM STALLER: ++ K1L1rt� H[�Wt�S PHONE: F ��,�1��1,{��!�(J�I��� �� (253) Si-i0- 1$Li9 ( ) MAILING ADDRESS: 'i306 62 fti aut. €ex_5+ EMAIL: CONTRACTOR'S LICENSE P1;yc..i tLp , W A 9$3'13 WAINS NUMBER: H t L►N H : 9$313D NUMBER ARCHITECT/ENGINEER: l e U i.N E. REEF PHONE (5.Oq) -. FAX:( ) MAILING ADDRESS: �J`�7'.g O g 7 $2.0 sc. 1.4,4e, Pas,. wit 91.60 EMAIL Ye_eQ40/let,ace_r „4 Cinax�ex-.vt4{ Project Type: Frame Type: Bathrooms: Shoreli e: Type o Sewage Disposal: V New X Wood Existing: Ci Sewer ❑ Addition ❑ Steel Proposed: 2 5 Bank Li Community System ❑ Alteration/Remodel ❑ Concrete Total: 2.G Height: ❑ Repair ❑ Masonry �gI7� � Individual System Li Demolition ❑ Other: Bedrooms: �-FF�- WaterSEP Permit l Existing: Setback: Supply: Type of Heat: Proposed: 3 ❑ Private well ❑ Two Party CADET WA,tt_ An.ouNiV Total: 3 Public t Name of System: P i),b. 70/46 H est-re S If this is a Commercial Project 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 Installation permit,mark all items below that apply: ❑Underground Tank jD Above ground Tank Size of Propane Tank: ❑Heat Stove 0 Cook Stove 0 Woodstove ❑ Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No 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 J Current Proposed For Office Use Only Amount Revision Main Floor Heated ���� c EH Bid App Review: 1©t-19 C-] 6, 8 2n.Floor Heated - Consistency Review: 15 2 F35 . c)`l'7 1 r35. C: j Other Heated . Be fee: 5 I Mezzanine Additional Section: Heated Basement Plan Check fee: iQ Unheated Basement 9 U . �t State Surcharge fee: LI c Other Unheated '�' Pot Water Review fee: Garage/Carport Cf t)-Ce +-1 SUBTOTAL Decks i`t�7�by &)t>7. -15 1/Rd Approach fee:.' l Other +� 15a_CO Got;6RE B PO g•L k el se ( .19, TOTAL: $ a` l el g,15 Receipt Number: (� 1.35^� Cash/Check Number: _(t ` (4x ESTIMATED COST(REQUIRED) Date: l •Fair market value of all labor and materials foundation to finish `' ( - 16'7 Ioz, 357. I G3 OIG. d- in' Is: _ C:\Documents and Settings\carat\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc • SCOTT & MIA WEIDNER STORMWATER MANAGEMENT& MITIGATION NARRATIVE S ti Urf411) June 23,2007 JUN 2 5 2007 MLA#: TBD Case#: TBD Parcel#: 962 112 311 &962 112 308,Jefferson County, Washington Legal: Plat of Irondale, Block 123,Lots 20-27,NE '/4 of S. 34,Twp 30 N.R 1 W.J Property Owner: Scott&Mia Weidner r115alii QQU#MMY IJCQ Scope of Project: The project is a single-family residence that is located on a 20550 square foot parcel. The proposed single-family residence will be the primary structure on the site, with an attached garage. It is the owner's intent and responsibility to provide this plan and implementation thereof, for stormwater management on the subject site both during construction and thereafter, while in ownership of the property. STORMWATER SITE PLAN SUBMITTAL Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. The site is a 20550 square foot parcel. The proposed improvement consists of the placement of a two- story single-family residence of 2001 square feet, and attached garage, porch, and driveway. The proposed impervious surface falls within the "Medium"project requirements under the Washington State Stormwater Management Manual for Western Washington project with 2136 square feet of total impervious surface for this proposal. Existing Conditions Summary 2. Describe the existing topography.Indicate contours on the site map. The site is a rural area with essentially flat landscape. The property slope has a minimal[less than three feet]elevation change . 3. Describe the existing vegetation.Indicate native vegetation areas on the site map. The site is predominately first-order growth. Third-order gro h existAPPR n VE re evergreen and deciduous trees surrounding the property. STORMWATER PLAN Stormwat JUL 2 0 2007 Required JEFFERSON *UN DEPT.OF NAO.Ev.LaI� l pT SIGNATURE. SDI 4.1 ♦- 1 RECEIRTF1 )) 4. Describe the existing soils.Indicate soil type on the site map. [ 2 5 200 The existing soils consist of the Clallam[CmC] series of well drained, sandy-loam soils. y 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site— bov� e, slow, 1��"�� 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. This soil is described as well drained. Runoff is slow to medium, and the hazard of water erosion is slight to moderate 6. Describe any excess levels of noise generated by the proposed use or activity: The proposal is for a single-family residence with attached garage, which are the typical uses, associated to the subject area's properties. . 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 lots front on Duquesne Avenue, and the property slopes toward the west. 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 residential uses, on large-lot land bases. Prospect Avenue right-of-way is a paved[light bituminous treatment]road surface, which provides the traditional utility corridor. Permanent Storm water Control Plan This portion of the Stormwater Site Plan consists of the proponent's 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 1530 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. The construction of the residence will provide channeled roof flow via downspouts to direct flows to the surface grassed areas for transpo-evaporation, and natural infiltration. Road way surface grades will direct water to the downhill side of such roadways to achieve the same effect, where bio-filtration will take place of surface water. 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 specialized storm water treatment is necessary for this project. 2 • • 11. Describe the performance goals and standards applicable to the project. All storm water is managed on-site and is not anticipated to create erosion impacts or off-site migration mitigation. 12. Describe the flow control system. The construction of the residence will provide channeled roof flow via downspouts to direct flows to the owner's surface grassed areas for transpo-evaporation, and natural infiltration. Road way surface grades will direct water to the owner's lot side of the driveway to achieve the same effect. Due to the soils , it is anticipated that none will migrate off-site. RFCEMED13. Describe the water quality sYstem. None is proposed or required of this proposal. JU'N 2 S 14. Describe the conveyance system analysis and design. I RFRON/j1111/HrY None is proposed due to the low rainfall statistics of the area, and due also to the size of the property, and also due to the proposed "best management practices". 15. Describe the source of fill material; physical characteristics of fill material, and deposition of excess material. House foundation excavation material will be primarily re-deposited around subject residence, and back-graded to form a slope away from the residence. Approximately 400 square feet of driveway is to be created. 16. Proposed methods of placement and compaction consistent with the applicable standards in the International Residential Code,2003 Edition. Heavy machinery use will provide primary spreading and compaction, normally with the use of a backhoe or small excavator. 17. Describe the proposed surfacing material. Yard-area around the house will be seeded with grass and contain traditional landscaping plantings at a minimum. 18. Describe methods for restoration of the site. None required, as site for residence requires minimal removal of trees. The owner may choose to increase the number of existing trees with additional planting. 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. 3 • • Jefferson County SEP95-202 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. i FAIEK ) • MLA permit from Jefferson County \v ��-q �� • Building Permit from Jefferson County J • Potable Water Supply Determination • Addressing • Road Approach Permit I 1I ;:MIIIN0 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 responses that follow are to be installed on the ground during all construction phases of the project. The proponent and official representative will be responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. The proponent and official representative will also consult the Construction Storm water Pollution Prevention (SWPP) Best Management Practices (BMP's) Packet for guidance SECTION I-CONSTRUCLION SWPPP NARRATIVE 1. Construction Storm water Pollution Plan Elements. This section describes how each of the Construction SWPPP elements has been or will be addressed. It identifies the type and location of BMP's used to satisfy the required elements. If an element is not applicable to the proposal,justification is provided. Twelve Required Elements-Construction SWPPP 1. Mark Clearing Limits. Minimize limit of land clearing to the residential, garage, utility and roadway locations only, and marking [flagging]equipment operation zones. 2. Establish Construction Access. Via the existing driveway, machinery will not require a formal construction access. Wash-down of vehicle tires on-site will further control such occurrence during wet days. Wash-down would take place only in designated areas where water retention and settling of suspended solids will occur. 3. Control Flow Rates. BMP C121 "Mulching" may be implemented to filter any and all downhill water flow, and thus stabilize the flow rate, but only if it is determined to be necessary. 4. Install Sediment Controls. While limiting the cleared area for construction, the applicant will install a silt fence to protect "downstream"areas below the construction site during construction per BMP C233. 5. Stabilize Soils. 4 • • • The applicant proposes to use BMP C121 "Mulching" to stabilize exposed soils that are subject to erosion, where applicable along the proposed roadway extension to the proposed new residence and parking area. 6. Protect Slopes. The applicant proposes to use "surface roughening" BMP C130 and soil stabilization with BMP C121 " Mulching"at sloped areas with a ratio of 3:1 horizontal to vertical and greater during construction, and until new vegetative growth is established, where and when necessary. f p.i CE1A,r 7. Protect Drain Inlets. I No drain inlets exist either on or off the subject site. JUN 2 5 NV 8. Stabilize Channels and Outlets. No temporary or permanent on-site channels or ditches exist or are to be created to control runoff. However, since the proposal consists of a crawl-area grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel would 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 9. Control Pollutants. No major vehicle or machinery maintenance is to be allowed on-site over impervious surfaces, 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 foundation "crawl" grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel may be created during construction to allow drainage of the foundation excavation which will likely require the use of B116° C209 and mulching BMP C121 until foundation backfill is completed 11. Maintain Best Management Practices(BMP's). The owners, Scott&Mia Weidner are to supervise all sub-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 utility work—i.e., same trench use included, coupled with daily inspection and maintenance of systems is proposed 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 by this project. 5 • • a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. The applicant. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. The building permit process and site inspection sequence is conducted by Jefferson County, with back-up measures by the owner as part of owner's risk management for the project. S. 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 plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. This"Section II—Erosion and Sediment Control Plan" checklist was used to ensure that the required information is depicted on the site plan submittal. Stormwater Site Plan Changes Any proposed changes or revisions to the originally approved Stormwater Site Plan shall be submitted to DCD prior to construction. The submittal will 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 there are any proposed changes or revisions for the construction of conveyance systems, treatment facilities, flow control facilities, or structural source control Bumps (not standard on-site Stormwater management Bumps), the applicant will submit a final corrected plan ("as-built") when the project is completed. This submittal will 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/our knowledge. 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