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HomeMy WebLinkAboutBLD2006-00250 !UILDING PERMIT APPLICAT•N MRL Review Ty 236 ype Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00250 Received Date: 5/11/2006 SITE ADDRESS: 1505 CENTER RD CHIMACUM, 98325 OWNER: RICHARD D PURNELL PHONE: 360-774-1644 DONNA L PURNELL 7400 W GRANT RANCH BLVD LITTLETON CO 801232639 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 901233004 Section: 23 Township: 29 N Range: 01 W CONTRACTOR: LITTLE & LITTLE CONSTRUCTION PHONE: (360)385-5606 2009 4TH STREET PORT TOWNSEND WA 98368 Contractor's License LITTLLC157C5 Expires 2/28/2007 REPRESENTATIVE: LITTLE& LITTLE CONSTRUCTION PHONE: 360-385-5606 2009 4TH ST PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP NSFR W ATT GARAGE & AJG 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 813 VALUATION 250,000.00 ADD'L: 250 HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 813 SHORELINE: CONST TYPE: DECK: 244 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 1 Total: 1 Total: 1 Routing Date: __—� ( I2IcX Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,833.75 LYK 05/11/06 81330 Plan Check $1,191.94 LYK 05/11/06 81330 JUNaa2006 State Building Code $4.50 LYK 05/11/06 81330 Potable Water Application $55.00 LYK 05/11/06 81330 Jeffersv f✓lafiniI/y & Building f;epartrent Total: $3,085.19 BUILDING10 • PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00250 SITE ADDRESS: 1505 CENTER RD Received Date 05/11/2006 CHIMACUM, 98325 Issue Date 06/22/2006 APPLICANT: RICHARD D PURNELL DONNA L PURNELL PHONE: 360-774-1644 7400 W GRANT RANCH BLVD LITTLETON CO 801232639 SUBDIVISION: PARCEL NUMBER: 901233004 Block: Lot: + Section: 23 Township: 29 N Range: 01 W CONTRACTOR: LITTLE & LITTLE CONSTRUCTION 2009 4TH STREET PHONE: (360)385-5606 PORT TOWNSEND WA 98368 Contractor's License: LITTLLC157C5 Expires: 2/28/2007 PROJECT DESCRIPTION: NSFR W ATT GARAGE &A/G 500 GAL PROP TANK CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: 0L6, ` 1!_6G UFFER: Footing: OIL �.—( ( -D b 0 - Foundation: ?.(:'I.940 Stormwater t INAL Ap royal: Underground Plumbing: ..(14-0-0(,, j) Underground Insulation: `7-9-o.. , C �j, Shear Wall : 1`�i�ieD4l�hes 0n ak i$'4y, C Sheathing: Framing: tAA(LOPO C -t(-(,_o, PlumbingOL.(("le--D' Propane T((a//nk Lines: )ory-t1--Ib-o` - y Insulation: )Au u zs s dK /1 4 " `�b Sheetrock — 'i Septic Syt m Final approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: - Final/Occupancy Approval 'Zf 2-z/p 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE SPECIAL CONDITIONS FOR CASE # BLD06-00250 1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 2.) A Geotechnical Report dated June 25, 2001 prepared by W.D. Purnell &Associates was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence w/attached garage. 3.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 4.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 5.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 6.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 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.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) Minimum setback from Center Road right-of-way shall be 30 feet. Minimum north and south side yard setbacks shall be 5 feet. Minimum east (commercial forest lands adjacent) shall be 30 feet per administrative variance granted on May 6, 2005 by the Director of Community Development. 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 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 surrounding properties or adjoining rights-of-way. • 15.) The building height is not to exceed 35 feet. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) THE SEPTIC SYSTEM FOR THIS PROPOSAL UTILIZES A MINIMUM OF 240 GALLONS PER DAY, SEPTIC PERMIT IS FOR A 360 GALLON PER DAY SYSTEM. THIS SYSTEM IS NOT ADEQUATELY SIZED TO ACCOMMODATE A SECOND RESIDENCE ON THE PARCEL. 18.) 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. I:\F_BLD_permit_Buildng.rpt 10/29/1999 . , . _ ._ SON � , s w�`` cO JEFFERSON COUNTY . al \< A DEPARTMENT OF COMMUNITY DEVELOPMENT `3 -f' '-C 621 Sheridan Street• Port Townsend•Washington 98368 i .-.e, 360/379-4450 • 360/379-4451 Fax MAY 1 1 2006 ,/,, Not o www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 0(0 — a Project Description(include separate sheets as necessary): 1J t•ti.' CAotAs4—Y-vc,V. Ai". cot-- g. viki u t. 4- CY- ts* C• r v. Tax Parcel Property Number. 9 CO t 2,33 0 0 41 Size: I � t S C4C r e,,5 (acres/square feet) Site Address and/or Directions to Property: 150 ' CMG tti Ir.t r 2 Property Owner(s)of Record: ,, dw,••. ?toy'.4.s.L‘ t- 17c.+A 64.c... (7v y,.4.•4,1.., Telephone:3(0O •• 7744 — Ho equi Fax: email: rdww PINv%e.11elrl4{,IA,4,v,.••. Mailing Address:Applicant/Agent(if different from owner):1,....i 4-14 c.. — L. .1'4-.t._ A.Ltv L i 4' -LL. Telephone:3(pr'9 385--5fon LP Fax: 3(oo -•3AC- cl'733 email: altx& 1;+1*(L— 4 ('C .Le••.% Mailing Address: 'ZOO Q q IF h 51- e"i 4- —r.Cot,.)�S t..f. ,(, (,.).....4, 16 (..,a What kind of Permit?(Check each box that applies) ❑Building ❑ Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a),C(d),or C)** Single Famil ❑ Discretionary"D"or Unnamed Use Classification arage .ttached Detached ❑ Special Use(Essential Public Facilities)** ❑ Manufa. -. -ome ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑ Address I Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** Propane ❑ Plat Vacation/Alteration** ❑ Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Wireless Telecommunication* ❑ Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *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: D-•IGNATION OF AGENT I hereby designate ■t In •e ,. , 7 . to act as my agent in matters relating to)this application for permit(s). OWNER SIGNATURE !i tJl ie Date: Id 1� rO 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 of cr in consequence of the granting of this 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 later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hour Signature: /• Ack.xx y�,Signature: / L./.‘ L\�-�• _ Date: 0S1/40 iO(p _ The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered 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 in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans rable res n ibility for heri to and complying with the ESA. The Applicant has read this disclai r and igns and dates it below. Signature: , J /� � _ Date: O$'7(b/G•(a C:\Documents and Settings\mocha\Desktop\Master Permit Application 7-8-04.doc • • OWNER BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. 1 Signature: Date: l AY 2006 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: /.., .t'4'LG ► 4-k e_. (3Gv) 3SS-SLv V (71oo)3L,S'- 7'7 3 MAILING ADDRESS: 2 Ot,9 f skit Si". EMAIL: Al At Q. i >V1 t I;}`1'1�l. .LO+►«ti CONTRACTOR'S LICENSE I / WAINS NUMBER: t-J T T L G/5 7 c �� NUMBER ARCHITECT/ENGINEER: —1 '�r.o,,My �y��„ky PHONE c.'lt'.v)331 •Lp'�1y FAX:©(rp )�t3/..3gLt. MAILING ADDRESS: K(•$o 4 vt,� L,`,,,6 rc' L,,,,,,� w . t 114 Y Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: IS New X Wood Existing: C> i7 Sewer [i Addition ❑ Steel Proposed: 4 Bank I 1 Community System ❑ Alteration/Remodel ❑ Concrete Total: I Height: Individual System r1 Repair n Masonry S P Permit# L1 Demolition ❑ Other: Bedrooms: Water Supply: Existing: O Setback: X Private well Li Two Party Type of Heat: Proposed: ___A__ l_I Public Total: ____L__ Name of System: 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: I Underground Tank Above ground Tank Size of Propane Tank: sol7 Gt..` XHeat Stove )Cook Stove I Woodstove i Fireplace Insert XHot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured I 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 For Office Use Only aU Current Proposed b� ( Amount • Main Floor t 53,U72 Consisten Rev' w 165 ao 2""Floor 1 2Sn e 1o,520•,a Base fee: p 2 O J3•7J 3"'Floor Additional Section: _ Mezzanine: Plan Check fee: 1^ ( �CH Heated Basement State Surcharge fee: l`--� Unheated Basement Pot Water Review fee: n Other Unheated 11/ d A roach Garage/Carport 13 TOTAL: $ iq,l(P2• ( 3338 1� Decks 2-Li Li c751.6 Receipt Number: '3I 3 Other Cash/Check Number: 221 34 ESTIMATED COSTtREQIHRE 9y o- Date: ( )Iup .Fair market val ftlaDbrB1)d materia s dation to finish 1 75b✓0C Initials: C___ C:\Documents and Settings\mocha\Desktop\Master Permit Application 7-8-04.doc • • I r n ECEIHEi ti, , °• JEFFERSON COUNTY A SUN — 9 2006 Ki DEPARTMENT OF COMMUNIT 4:.4Y DEVELOPMENT or,.,�' 621 Sheridan Street • Port Townsend • Washington 98368 JEOMMU N COUNTY 360/379-4450 • 360/379-4451 Fax pEPT. OF COMMUNITY pEVELOPh1EPdT a` http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE I MLA# 06, " DOTS CO PROJECT/APPLICANT NAME: po r✓4 l l r..z /1I yr l t.4:::. I Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. - j� �LW 6-0Vt5-(r1JCr-VIC.1-- C>,k2- ' CO • . VCc.;„Li1 . 2.-0C 574:f- „ A c � if -° ,, , ac- lDr-,�ci-1i�iy / `�f'F;4 r CA,tII Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. G•I7/�,L. . Z 5 i ,-,4 Te... 4 L.-'l-. £—k , L Ito— 6,,,,,Git / 4-i ./s'i.. L (...1['( tic i.'- c 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. "4.., `S1 k C_ �•.;�- CA..e<<v-- C. ,.'- 4- ,'.:t -{ 1,17o.5 i C i?K.7,4.4 fI J L'(,C.✓2.. i -S �'1-1 �-L, ,..1.),...." 4- fir% 4 s, S f--,'. v I- L� car . r4-k .(O L%LPt%ILtL'(!vy LavfG1 E. c.ti, t .t 4. Describe the existing soils. Indicate soil type on the site map. � , G t 3°t vi G` cam: }" t--ts— Gi c.-E2G-t-es,-C.'l L,`, f ��j v" f� ( 5. Describe the existing site hydrology(i.e., drainage;behavior of water on the site—above, below, and on the ground). Indicate existing stormwater 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. 1 i / ��p'S4‘,L-it VIZ G C-2)-1 S t.-_ v(..km't L.,, --s- v. LA LlG[(,t Gt� '1 S L,v-Vi - Lq.'ct t-t v 1,,,; .'J L +-t 5 1,01.4-1.►vt.t 04,mac(( ((i.-/y� L,�w 115. Kt.SA—; -"-` i. t e-- j��c -r,i„,,.� --lei I, r-e,I I y p • '�-L1 4-vv'�-- =5. 1 e- t-y-E-; .-"✓'t FiL-,S i- 1-1.fe i , f c ; ✓ct., t61i e..'vL r'- +4 6-- G1 I 4t.s-,_ (cc.'4_ [ 4t4t L; F 4-1,- Sr 1-G ci T k � j�. c.�-- 6. Describe any excess levels of noise generated by the proposed use or activity: LA.; 1VtiJ -k-ivt( ,, 0-0 Gx%t1 1--1,L.,e -A-t'c 1-1.C.;..,_ G..v j i STORMWATER PLAN �, - AN - 9 MS JEFFER l ' PiS SON COUlad JEF OU "Af stommvatersite plan template-rev.1N1/2003 DEPT.OF NI V. F.NT 5 SIGNATU • • 7. Describe signi(icant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.).on the site. Indicate1 location on the site map. ti 't"�\Y ` t/ L-< 1115 r�7 !-'f -i>t/�Z/.�<—. C` v27 VZ�In 1 �/ l 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.). �j p c^ C ./t/v ( � ��:�� I TV A-4 r, - f l sa w /t- t1- ��5 °i .> c(c711 O L" - P4 kt'v- ���C✓t�l Gs� t 1/I i/Z't e t4 1 ✓"t, v--41 Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs 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. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not,what types of stormwater 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. F1 z✓ C C--ei t ( \s r.i c L � `T) ! �!✓"vYt bti.` '� ti•_' 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater 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.] 11. Describe the performance goals and standards applicable to the project. IL)'/ A 12. Describe the flow control system. A 6 stormwater site plan template-rev.10/1/2003 • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of till material, and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. x ' 17. Describe the proposed surfacing material. Js I 18. Describe methods for restoration of the site. PIA 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. ( A 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. kk ` stormwater site plan template—rev.10/1/2003 7 • • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs 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 Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. J 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. 6. Protect Slopes. 7. Protect Drain Inlets. .7't-r tr/U stormwater site plan template—rev.10/1/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. Li it 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). 4-' I'41 1<<C {` b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. e f t f y (A; i La.'L -o l �'l t f L�� - -tom stormwater site plan template—rev.10/1/2003 9 • S b. Description of special requirements for working in or near environmentally sensitive areas. 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,settleability,permeability,depth,texture,soil structure). ey• \ CA) ; �\ pv-v ie-c-k _IS tope— t I - 42-r e i c-- AA r'✓t a e� � 1 5 hi -eties 5. Construction Phasing. a. Construction sequence b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. 7tL,t1 -1 Imo) xt���/_ L �iE�f��� a y •t / �-� f / 'yi{,� �36ts � ✓L L.v "l-l !/)-1 v 1, ''�<� / , 1- �Z v't 1L L /J illy b. Proposed wet season construction activities for environmentally sensitive areas.J 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations to stormwater site plan template—rev.10/12003 1110 • , Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to 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 included 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 final 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. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 12 stormwater site plan template—rev.10/1/2003 lk MO D 6 A p -I@ a 4. u u — Y ! t + z ,1 '4 . ZZFI W w x x �,x x x x x x E iV x r (11 U Y ' s Z . . . '. ! N . = -„ 8'-61/2' _. .-.. ..I9'-im.- .. 6�. Y i - x x x x x x x 0 /. .. J „/ � :V V W x N W = III / " -� I 1 oit.. t.. t.. aat.. outegirn . --....,. 171 .. , . u 11b' a e � o z � ,t ,f � ,t 3 0Illt-I I 6v a a. C WlJ e n ® yy ✓ne �7i t I V b o I ? ,, 6 . i i M M g - c I \ a 4. 1 _I P as ® � (1.-- �. I a2P4a I T_ \ \ m IMO 4. 'Tti. 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I I n _ \ g 4 fli q . 8 ,-,,_ 0 0 yy I — 0 1 6R L�tJ T 1 P - II'-0' 4'-3 In• / 9'-1 V[• •�- �, A O. 111 f a D 0 u ll s $ m ( S) r 0 X " . d A c - a I I I I p 11 rA -$? 2tPla 5rN - O I I I x 1l, II • II — ——— — ` — —— — r_ III m a m 'I m 47 L P /3'4 3/4•y 9'-0' / I0'-6' ,'-2 1/4/ ilk COPYRIGHT 2009 THE ISI.C.N AEBOCIATE6 - al PROJECT .**\ CONTENTS , s ^x CNO D ''':'"4' ""BROWN ASSOCIATES/ "°"'�" N m CENTER �r�19 LEFT ax P4s�Ec��1-�-�4 E 5 G GARAGE E D U L E 5 PLAN /� o �,,,„,a,,•W, ARCHITECTS, INC. „V,t4 1400 Niel ra nt,..d•MraOir0V lir""""'"" CUIVER:�rr iyruw\Lxll.lo4 Co rrn 4iN.4.64 Lam 9..I.46.6.x66.an.• r.r rm.,xsFm,...x 00/al-002 _ 1 ` on e:12/02/03 WI illb 13.-41/2• _ 6'-51/2 / I w(1 I D 71 0 g �D • z \ 1 I • - - , . - m m� -, 1D 4. h o I',1 -J S GOPYIQIGHT 1005 NE BROM Ae6OGIATEZ PROJECT ] e CONTENTS , I -1[ i [ PURNELL GUEST NOUSE LOFT PLAN /° "`BROUA�I ASSOCIATES/ G 'O,'�''g��T P"EG-'m'-' 0 ' ` ARCNITECTS, INC. h.1 CURER Vl4o,�y`µL Y�ia. ..w 4w IMd.1.......I..a Y++asn SIM• 14I M/+nwv R.!]Y„n-Mn [i0,610" ` - T11- \ Am 11/e1/0e ! e I 166.51 APN 901-233-004 I gg I 6I/2NE1/45WI/4, SEC 23 03 LYING EAST OF COUNTY RD. I � \ I I �I8 1140.64 \ EDGE ASPHALT I 10 R \ 60 12' DIA I CULVERT 60 I I I Q I I� I ZONED AGRICULTURAL 0 4 COMERCIAL SERVICES 7 I I � Z 10 1 0 I::3 I 1 U Ln r i Ify I I w I IL j I _ I I I 1 I Z I w I � I � I I Q Q I w I I I I I � I I I I I I I I I I I116.02 I I I I x 43 e �1m e 0 30533 40 e ZONED RESIDENTIAL 649.10 N89'50'21'E 11221 P� OCATION ro7 0,55 --N89043'11"E FOREST LAND 44 8 2 e UTILITY TREKCH TO FOLLOW OLD JEEP TRAIL WATER PHONE CABLE ELEC (320 AMP SERVICE) 45 s ITE PLAN " SCALE 1' 40'-0' 16_O.01 _ N89"E)T23'E I A "v 30'-0' tormwater B — Require — — , 290 --- - - 3 SOUTH EAST I I" 300.05 290 _ 290 - NORTH WEST ROF AN T NK UTILITIES SERVICE __DfiR,4WlNG 5CNEDULE � PANEL VERIFY LOCATION AI-1 SI TE PLAN � W/OUJNER 42-1 GARAGE PLAN 49 300 43-1 GARAGE SE CT 1 0 N 5 A3-2 GARAGE STRUCTURAL A4-1 GARAGE E L E VAT IONS A5-1 DETAILS T 4X P 4RCE L NO. PROPOSED - I R GARAGE 901-233-004 q3 292.5 14.64 ACRES 14 PROPOSED GARAGE FOOTPRINT 818 Sr PROPOSED GARAGE PORCH AREA 244 SF EMERGENCY DRIVEWAY AREA 19,405 SF VEHICLE TURN AROUND FUTURE HOUSE FOOTPRINT 1955 SF I I FUTURE DECK AREA 1019 SF Y I I I w LEC�AL DESCfisIPTION q I I 0 I PARCEL I I THE SOUT!4 HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (EAST OF I COUNTY ROAD) IN SECTION 23, TOWNSHIP 29 NORTH, RANGE I =M., CONSISTING OF 0 10,15 ACRES, MORE OR LESS. I I � 13 1 I PARCEL / THE WES-�PALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER 2 I I 1e OF THE 5')UTHEA5T QUARTER, IN SECTION 2, TOWNSHIP 29 NORTH, RANGE I, W.WM., I 48 CONSISTING OF 5 ACRES, MORE OR LESS. ENERG r CODE CODE: WASHINGTON STATE ENERGY CODE, 2000 EDITION, PRESCRIPTIVE METHOD. 1 I Q CHAPTER F, , OPTION III, TABLE 6-1 I I I I 4 AREA DECKS GARAGE/SHOP PANCAUALKWAY CONDI' IONED Q I I V c+l N MAIN FLOCI= 608 SF 244 SF 28 SF N I I 0 6) UPPER FLCOR 244 SF 815 SF rf1 N 244 SF 5ll SF 846 SF LL TOTAL CONDITIONED AREA: 846 SF I I 0 PROPOSED GLAZED AREA: 104 SF I I r+ PERCENT :.LAZED AREA: 12.29% I I 1 WINDOW AREA I I � 098 N� e283.15 I I I PENIT # BID , I I -06-0250 1 1 I i JEFFERSON COUNTY BCD 14; , I I I I �l I I I I I I I I I N I , U I I � I I I i ? I I � I I I I tt I I LD \ I I N N I I I I I I I � I I � I I I I 4 I I 160.80 N89'43'31"E j`TREEI f opit 1I TREE2 bOFR I TREE2 b0F 9001G WAT I ST FkAAa I I iOFIR II E14 CLMP DRY WELL SIZE AREA QUAN. TOT. AREA MILGARD • U-VALUE A 36 x g, 15 0 2 30.0 05320 .49 B 36 x i- 6 0 6 36.0 05420 .49 C 24 x 21 4.0 3 12Z 05320 .49 D 24 x 18 3 0 2 6 0 05520 38 R Gl--im 20.0 1 20.0 104 HEAT SOUP'E: GAS FORCED AIR FURNACE INSULATION\ ROOF/ATTIC: R-38 ROOF/f LOPED: R-30 IJa �jN6iO� NOSB�����' FLOOR'): R-30 WALLS NEW): R-19 WATER';UPPLY: R-3.5 HEAT LUCTS: R-II ZONING; CODE CLA551FIC /aTION: R-10 4 LEGEND ❑ FOUNU 5/8' REBAR AND CAP 'DUBACK LS 15641' O SET '/3 REBAR AND CAP 'A.WOOD PLS 23911' O SET 3" STEEL FENCE POST ON PROPERTY LINE 0� *F Q 85 $ET 3/5 OR 5/8' REBAR FOR SURVEY CONTROL STATIONS ll m e G e Ul z ¢m IL Uv s O _W �I 13 U• nOn/ ca Lm� � 0 LU U Z W r 70 _ m W L Me W mup WU 0�0 i— U J ID W .4 e� In z E (L IL U SHEET NO. 41-1 ur/ ursite6