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HomeMy WebLinkAboutBLD2007-00430 UILDING PERMIT APPLICATION MLA07-00455 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00430 Received Date: 8/6/2007 SITE ADDRESS: 512 MALAMUTE LN PORT TOWNSEND, 98368 OWNER: ALLAN H VANCE PHONE: NANCY G VANCE PO BOX 6009 SAN RAMON CA 94583 MOUNTAIN VIEW VISTA SUBDIVISION: Block: Lot: PARCEL NUMBER: 974600014 Section: 8 Township: 29 N Range: 01 W CONTRACTOR: PHONE: PHONE: 4 ,./) REPRESENTATIVE: JAMES ROZANSKY PHONE: 360-379-5233 1940 49TH ST PORT TOWNSEND WA 98368 ,r , PROJECT DESCRIPTIOP NEW GAR V END FL-OOR-HEATED OFFICE W/ BATHROOM- 'M. ►Aolk TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 75,000.00 ADD'L: 561 HEAT TYPE: C-te<. • CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 561 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 2WELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 1 Prop: 1 Total: 0 l Total: 1 Routing Date: 81 (0 ( 0___1 c,..6 Type Amount Paid By: Date: Receipt: Approved/Date Permit $818.75 CJZ 08/06/07 92956 APPROVED Plan Check $532.19 CJZ 08/06/07 92956 f_ ('� V State Building Code $4.50 CJZ 08/06/07 92956 OCj ( l Potable Water Application $58.00 CJZ 08/06/07 92956 Total: $1,413.44 Jefferson County planning &Building Department • Jefferson County Building Division Permit Num -: BLD07-00430 Applicant: VANCE BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:03 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 Erosion Control Foundation Footing t 1 �� Footing Drains 8/ram/ei y/ Foundation Stem Wall tl Underground Plumbing r-2,-5_e? Under Floor Framing (VA Straps(hold downs) /41`'r3 414 44 STD sr vs o k -z/z1/oSr " ext. Shear Wall Nailing f.`i\`vt � � c rr Rough-in Plumbing z/Lg- q/O d/ Framing �t 3/3/OB f ADy z /U /f Airseal 3/3 A Gml �3iiif mn 4 Daces lb /NSuL. Insulation: Walls :3 l Insulation: Floors 3 6C/o( Qa, v p O i�fJO�aN1y Insulation: Ceiling (1 /J Int. Shear Wall Nailing NA Wallboard Nailing 3//o/be / O� Gas Line: Interior � ��Q Gas Line: Exterior � Propane Tank N`/a Heat/Chimney Clearance rVA Drywell/Alt Drainage gNed fr Address Posted 8/5/Pa J FINAL INSPECTION .5AZ FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD07-00430 1.) CONTACT SEPTIC DESIGNER FOR GUIDANCE ON APPROPRIATE MEANS OF INSTALLING SEWER LINE, TO BE VERIFIED BY SEPTIC DESIGNER ON AS-BUILT. ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE SLEEVED/CASED OR EQUIVALENT. 2.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS, TREATMENT AND DISPOSAL COMPONENTS. 3.) A MINIMUM OF 2' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND SEWER PIPE. 4.) PRIOR TO OCCUPANCY & BUILDING FINAL--FINAL APPROVAL OF SEPTIC SEP05-408 IS REQUIRED. 5.) The application was reviewed by the Jefferson County Department of Community Development staff on August 8, 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: At Risk Seawater Intrusion Protection Zones (SIPZ). 6.) 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. 7.) The parcel is located within an At Risk 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. An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L (milligrams per liter). 8.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 9.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 10.) MANDATORY MEASURES FORIPAT RISK SIPZ: • 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) A flow meter shall be installed prior to final sign off of the building permit. 13.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 14.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 15.) The applicant is proposing to create or add 3068 square feet of impervious surface and 3259 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. 16.) A Stormwater Site Plan for a medium project 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. 17.) 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). 18.) The site plan as submitted with the building permit application on August 6, 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 October 1, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 19.) This approval is for an Accessary Dwelling Unit and a 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. 20.) The parcel has been designated as Rural Residential 1:20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 22.) Not more than 2 unlicensed vehici shall be stored on any lot unless totally scited 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. 23.) A minimum of four(4) on-site parking spaces shall be provided for the single family residence and the accessory dwelling unit (ADU).. 24.) The building height is not to exceed 35 feet. 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) 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. 27.) 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. 28.) Minimum setback from Malamute Lane and any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet, except for easements that encumber the parcel, then structures shall not encroach within those rights-of-ways. 29.) A Geotechnical Report was submitted in conjunction with the subdivision application (SUB96-0007) The report was prepared by Shannon &Wilson, Inc. and dated March 16, 2005 and supplemented in September 1997 as recorded under AFN 497779. The report addressed the stability of the geologic hazard area. 30.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM JOHN PETERSON, P.E. OF ASPECT CONSULTING STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE FACILITY" PLAN PREPARED BY JIM ROZANSKY. 31.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM EITHER ASPECT CONSULTING OR SHANNON AND WILSON STATING THAT THE STRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE LETTER SHALL BE WET-STAMPED BY THE LICENSED GEOLOGIST/ENGINEER. 32.) The lot is served by a two-party well. A"Declaration of Well Easement and Restrictions" was re-recorded on March 28, 2007. The document was re-recorded to correct all references made on Pages 2 & 3 of th original document from Lot 15 to Tax Parcel Number 901 084 009. 33.) Malamute Lane (P614) is private access road. The road approach is existing and an address of 512 Malamute Lane has been assigned to the parcel. 34.) The lot was created through the Mountain View Vista Subdivision filed with Jefferson County Auditor's office on May 18, 2005 under AFN 498362. 35.) A Declaration of Restrictive Covenant was recorded on February 28, 2007 under AFN 520912 due to the septic system having a limited capacity of 6 bedrooms. 36.) A letter dated March 30, 2007 from John Peterson PE of Aspect Consulting stated that the building plans are consistent with the geotechnical report prepared by Shannon &Wilson and submitted at time of the subdivision. 5ON �'k�w`Z` o�,� JEFFERSOSOUNTY ,,..i DEPARTMENT OF COMMUNITY DEVELOPMENT ` ''' 621 Sheridan Street • Port Townsend •Washington 98368 41 360/379-4450 • 360/379-4451 Fax ,qs �� www.co.jefferson.wa.us/commdevelopment trNG Master Permit Application MLA: aq ---- is Project Description (include eparate shee tecessary): C.�ou�skyuct to4A . > re•late.1 *i-VQu.rori -• • 6� Tax Parcel Q �1 U.Property •44' � � Number: /�`'� Size: Z"T(/f 1-1 0 dif• (acres/square feet) Site Address and/or Directio to PrOpertX: v7 I--f-. MiSiCkiku-de G )Tj-\ 0 N Property Owner(s)of Record: Ac(.l-, 4--.„1 At4C 1 - C-S-I \l :iti..IC Telephone: Fax: \^ '�,, email: �r��_ Mailing Address: P,ti t l X ��� F'A V Vw'4 [ et c"`[5S3?�. t4& Applicant/Agent(if different from owner): \/1 0:"2 M [:ZsCr -4+ Telephone:?(27 `'',..,2-'tJ"'',� Fax: `` ,644A t;>r email: (�/�RO l" k4SYA" rC& Mailing Address: �C�' 'T�I_) P.T. WA, 9 7 What kind of Permit?(Check each box that applies building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑ C:onditional Use[C(a),C(d),or C)** ❑ Single Family Ilif Garage Attached Detache ❑ 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 0 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)* ❑ Shoreline Management Variance ❑ Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 0 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 1o_c_al, 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: Ill a7 ,SOD 7 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is rue 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 of this permit. I further agree to provide access and right of ent to Jefferson County and its employees,representatives or agents for the sole purpose of application review and -ny required -t-r i 'ans. Staff access and right of entry will be assumed unless the applicant informs the County in writing at the time of the pplication ,:t - •Trm ants prior otice. • �� Signature: 4! l�''/ Date: The ac in c(r .ctions Applicant wil undertake as - result of the issuance of this permit may negatively impact upon one or more threatened or endang-red sp•cies and could lea. • - •• -• '. take"of an endangered species as those terms are defined in the federal law known as the "Endan.-red S S.ecies Act"or"ESA."Jefferson County makei no assurances to the applicant that the actions that will be undertaken because this permit ha •-- issued will not violate t•e ESA. Any individlial,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)ev: if you are in comp ant- IUM14 efferson Cc unty development code.The Applicant acknowledges that he,she or it holds individual and non-tra ferable resp•ns"•il' f r-y.p. o and com•ving with*the ESA The Applicant has read this disclaim r d 'gns a ldelgs it below. Signature: i%._ A VJi.:. Date: ✓ells Atail G:\Perini enter\###FORMS###\DRD FORMS\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 aAR Rot-licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. i Signature: Date: 7 7' GENERAL CONTRACTOR OR MANUFACTURED'� HOME INSTALLER: \ `f PHONE: r FAX: i,,,� 1 - --D iRA DC- E.. c(�.1 N e 1 `L,x. o k./ (�� C, ( ) -7 j ! �21 ',,.,._ .. .. ,..1 _( -- -- MAILI NG ADDRESS: Fla EMAIL: , p 's } CONTRACTOR'S LICENSE l `,- Z`7Z WAINS —" NUMBER: —L D�'C NUMBER '47, 44 ' ,t ' ARCHITECT/ENGINEER: A1\4 2 C1J --., PHONE (1 ) cZ 9� 2, : ( ) v f1'V►.'� MAILING ADDRESS: I '✓ f:),-/" AA C y-) 6 EMAILitAFoZ G-4/(a�. '�-. ,c(-yt/� Project Type: Frame Typb: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: 0 NA\ i I Sewer ❑ Addition ❑ Steel Proposed: B nk ❑ Community System L1 Alteration/Remodel ❑ Concrete Total: H .ght: Individual System❑ Repair ❑ Masonry SEP Permit# C)� oS ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Q Setb k: LI Private well X Two Party Type of Heat: Proposed: LI Public 1,,a Total: Name of System: tit.A. If this is a Commercial Project you must answer the following: N, j\ um,er f Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: t•b .erccupants (includes owners,tenants,employees,etc) Current Proposed :C Icup ncy: 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 U er ound Tank i Above ground Tank Size of Propane Tank: �e t M e i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i 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 Current Proposed For Office Use Only Amount Revision Main Floor Heated O I EH Bld App Review: (Q8 2n°Floor Heated .(..4 \ Sin ! p� Consistency Review: I Other Heated r Base fee: �r ' Mezzanine ,N A Additional Section: Heated Basement �� 1 � Plan Check fee: (q Unheated Basement NI A State Surcharge fee: 2] l.SC) Other Unheated N A Pot Water Review fee: Garage/Carport V 1 ‘30.7D-C\ SUBTOTAL 1 ��� AtA • Decks 911/Rd Approach fee: Other * '1" ,kc\ci,.1 TOTAL: $ • Receipt Number: °QQt)(p ' Cash/Check Number: .\ ESTIM COST IRED) Date: ��O •Fair arket value of all labor an materials foundation to finish V Initials: 25- G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc aI y t U ✓!_, [ I JEFFERSON COUNTY i H F ' al�l✓ r--------1,__I I-)2 * irifir7111441 DEPARTMENT OF COMMUNITY DEVELOPMENT ,'" 1 621 Sheridan Street • Port Townsend •Washington 98368 ! 1 1 ut s �a 360/379-4450 • 360/379-4451 Fax �__ , ��.Y �� �; ,, http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# k/\( '1' / (/ PROJECT/APPLICANT NAME: J4 " J 7ZA Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. APPROVED Project Overview STORMWATER PLAj� 1. Describe the proposed developed conditions of the site. Indicate position a d relativ size of propose th'e.. site map. A.cd( b C1.ek c Ci/'t k knou I U'` 1C,e, OCT - 1 o JEFFERSON CL*Nf r Existing Conditions Summary DEPT.OF COMMUNITY DEVELOP MENT SIGNATURE: 2. Describe the existing topography. Indicate contours on the site map. ` iL--- AC)�`vi VA � fAA-' fop 40 `A- -, 3. Describe the existing veget tips. Indicate native ve elation areas on the site ail. .`1.1.'ez-,1k-\\tle, 2. WA, \)&ltek.-it>'itt 1‘-R 6 '- - }(VrAl-,-.6ev utc-/, )1 V V\c..)‘ , 4. Desctnbe ttie existing soils. Indicate soil a on the site map. , 0 (,=1 6cm:4-.4 v.2.(),QA \,‘,' ) 6 l 1 ,.... ..A,A... ., ?soi tty�� 2-(J 4 �' 1ai • , u. e v i I -tiv.G, n _ 0.)14-u�c-e 1/4 ti4J-Lo eovAle , 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. }- '_ tl)a 4,v- .-c (i �.q (i�E'',,, 1j_ k. 9 •+ oc)'I-�V t 4&f i \E'U c?l/\. i e,-)u\i-t- e-'_e +0 ,'4/ L i -t-,..e -e.ii\.(3. \oant,LA. .. \-A,A44. .d)L-7---( ' 6. Describe any excess levels of noise generated by the proposed use or activity: bw v V\`s v UC- t, v -e-'.e__ w l 1 I 1 Av.Q--- Vl ov wA. ,ac,L) u\ 6 '6-t `-V. (1p047 l ) -iot n Uoc_e_55 f storrnwater site plan template—rev.10V1/2003 5 • • 1 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on he site. Indicate location on the site map A 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlandg,lakes,steep slopes,etc.). t. P)114 %J ., 1 tlU '`1 l,11`k'V if -›,,41.1 Permanent Stormwater Control Plan r This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs t►. s:tF alhctfaoilitiesto remain in place after construction of the project is completed. 141 A� act ` `x is'"Media m" size prof cts are jequired 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. `. pescribe Abe developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30 y l viinctjlg;Manual)or;if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas Trt .v3ct.l_y hip thesite t Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. C�v -v t�J t i ! CAL --�t�`,!� ca ,r ct -.:_c c- r 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. 12. Describe the flow control system. Cf�y1 t stormwater site plan template—rev.10/1/2003 6 a • • • 13. Describe the water quality system. D t -4\e ICJA-T-R tt�t,L(i �7 YJt?&1 l \/IAk a ©u�rr=At/t,, m ' Wi -r vv!LL 17. ► J 1 N�1.LTt-At- 14. Describe the conveyance system analysis and design. 1 i -1 `L g lc' 1 ►t 1,: ; "-" j f (A! AUG - 6 2007 I JLI\T' 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess_materi _'''`LUf MENUkit, JFF e 1 -F"l L L W I t-L (r l (�(aec r e)`c-sr- AAA-rC7 t- w L L 4„. b?>e. U'aP phi AT l -.. L4-4...l .�6,4=', 1hte&- 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. t 16c t 17. Descrap the proposed surfacing material. 18. Describe methods for restoration of the site. l.'re, \lit it-Li G/ -0 N c) W: N►�G�,',� t 1 N AcrI Q c,,.. p -i -1T '-Cb[. Yr b TI J6 5 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. 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 bere. ejt ) i \ inn _:x-€f If-1 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. C-1,0-A1F41 . C.11V1" '2 N C V\i j TAM-, 2. Establish Construction Access. ( ,f; (1/1P G 1 O1'7 3. Control Flow Rates. AN) ep42-rtNC--) ' Wk.) YJ F &j A L-4 . p 7fl M ca l,J 1/7 -- . pNe C Zo`7 4. Install Sediment Controls. 61 k`1—e / L l) 1 RAA WI tit/ I; N UJ�C C> (M +`� If21\A? 5. Stabilize Soils. �M C Cam- MUt > t � 6. Protect Slopes. �su1� i L-'(/ o-Cc( vU/ mut c -- 7. Protect Drain Inlets. 1 , N, P� T stormwater site plan template—rev.10V1/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 1) V`'L t l—l.- L Lr tK) \11T 4 ' l tFF tP 9. Control Pollutants. v i I TO "f MP S{ K E 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). W 4 -‹ WI tit) r.1 PU NAPY�=D t A 1 1=-P M - &0104 1 to iJ FllLT 2 11. Maintain Best Management Practices(BMPs). Toe,- C �-F�A-(� c aN` c--rrr UV►l �. '�►.����: i r 12. Manage the Project. —ems-{ a G.1.am-E4e.A /LON1T t D F �. -rk-` Cor�m�JL, CD NV lNIT NANO 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). r b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). PO\ &1vt l Q4 iE PATH' V7 T+-4 ES-X- k UN t(41TURi D 3. Environmentally Sensitive Areas. �- [5 a. Description of environmentally sensitive areas that are on or adjacent to the site �� --- tt AUG - 6 stormwater site plan template-rev.10/1/2003 9 • • 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). D1 6)/0 �� tzz-t Alm l Th - ITS I� G T�`� 5. Construction Phasing. a. Construction se uence l i co ct IN A IrvEn t.E. b. Construc ton phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. /NJ k tacf 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. 1A1 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. '" tpaT c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10V1/2003 10 0 0 . 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 rty. 1t2.1 I�` OWNER OR AUTHORI D RE ES AT •'-GNATURE) (DATE) T IS SPACE MAY BE USED FOR ADDITIONAL •TES,IF NEEDED: "` l a r:: p 1't rj F t I r I _- --I!! 1 1 Li l AUG - 6 200! ! j JNT Y tiEV LOP6.4cNT stormwater site plan terrplate—rev.10/1/2003 12 Z > 0 g`F . 17'0" T OD F� 1 3'.6' 10'.p• 3'-6' O 3'-E lrz" 10-3" 3'-4 1/2" 3'5` ` 1 / R C I r v „4 A < .:;`I-a� Orli . 5 I D 4 Z — 1 — — 4 1 • _ — lir :II----t- cl ,� I u a II II®1 <CC(� n I o x og L1����J1i l la• 11 - I ii I IJ c s q r oi - F f�l�IL - io�� I 4 , I�I= IICC)) o - I• ,^ �' 5II 1!� , J J II ' 1 RN1 O - -' elkge, ; . - I1 Ic QD z4 it I I � I , I. iiii 0. LJ w — —I II II ogf n " _ ti F n II- -J 4 6''---: 4 -- 4 v-0":oG HEIGH1 --11 - II I I - -III 1 +T Ti: _ §E a' II 0{ • _ !ii .i�- G IQ 71. 1/a!,, _ _ . _A rc I r m T - DP ! 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PHONE TERMNATION / ��'J \ / / r m / ED 198 / \9bJ I / I Z E PLAN INCH ��� � 198 AT ,,�— ap / QUFYRYSPALL _ - 1 2007 StormwaterBMP's I / �t I \ Q 0 � �0�� I � 1 e I DEFLECTOR (IYP) -/ \ Cy / m J NEWGRAWLDRIVE 1387SQFT. ? 8 { / i Required / �% �/ ' \ � JEFFERSON COL �' �� I / D / ' �� - • Ci' I a �" / CnFPT"NAj OFCOMMUNPIY DH / r \9a SIGNATURE: �z610 0 cj hAT fV I \o I I r _ I � � \ �1 � \ \ �// / EDGE OF SLAB � �J R 53 1 RIM 196'-0 / + EXIST 6' CCNC .;LAB 2721 SQ. FT. 1 INV 194'-0 '�M"- \ \ 4 ;5 K 'x 1 4.-s» 1 '' ^ I �'r -}'• - __ V� V y '} may- i�e.� \ \ \ \ \ 3 �1 \ \ r z ?. r. 196-10. ROOF OVERHANG gmo' t �• cJ l 1 �V�l l� \ C c 2 2 / \ - ' 7 D 686 SQ.FT. � / �• , - — ----ti i ♦ ­74 \ \ 2 0 ' A' / \\ / 1 I X / SEE JEFF CO I 1 7 0,39 c U X 7 ,` APPROVED PLAN OF \ I 0 Q / O \ \ 4J /0 /196'-10' JAN.20.06 PERMT SEP 05 00408 I / - + - -1L N1NN FLOOR 19T-0' < . BASENENT 187'-0' o QT \ [}�n23_ 70 fI # \ \_ / �196' 10' — tit_ — DRA to m \ \ \\ 1p x �� \ \�t�iz�.1� c fi / I I NF I E L I� to I m .00' 1 \ DECK ABOVE/ A _ _--�0.00' t Y / I p 1 l 2 P .: f 19o'1g012/ \ \ rn — 1196'-11 5/8' .. C�' I / 188 / E 11�-0, O I 186'-4 1 f \ /� 1 I / I 25.64' / 194'-6' I N \ / ` / 4' 6X6 10B CONC SURFPCE I / 121.58', / / � W/6X6 10-10 W.W.E, I / / 1 a 6 1 1 /4- CRUSHED ROCK I / I '-4 314. �. RESERVE AREA. / \ \ \ \ a P. BACKHOE TESL CYP)� / an z; ;° by / M0JNTAIN MEW MSTA LOT 14. ALONG PLAT SUBDIVISION � o.00 / ../ LOCATED / / — J / /EFFFERSON COUNTY, WA PRANGE 0ARCEL# 90 014 cz>#a BAR HOR 6' / / / / / / / LEGAL DESCRI FsTI ON 1 THKND SLAB SC; 3/4° = 1 �-o-1 / I SETBACK / \ /\ \ BIO-SWALE / / I \ \ \ \ \ \y / RAINGARDEN SURFACE AREA EVENTS ONLY) OWN ff//Z / % � .p >� ,G'+.. - - e: � ''� 18' IM'ERMOl15 / I \ \�� / / 1 \ / / / COMPOSTCti,i. . N-i-1Q`) / 18 0 I \ \ / / _ / / _ / / / / AMEND e0 WASHED ROCK 131 �S ry yr a o a� � S 1 1 R' WASHED / DRAN ROCK / I \ / / \ / / \ \ / / / G i` iviv'`'... J • r FILTER FABRIC l ` J \/ RPE: SLOPE /\ °� TO DRAIN 6'/100' MN O 12' x14' WELL PUMP HOUSE fTl 19 -r/ / / I 18 / \ II l / I / / \ r (/� 1 1e I EASMEM ACCESS \ RAINGARDEN CROSS SECTION SCHEMATIC (TYP) -v 1 / — — I (Z-O / TO PARTY WELL \ WELL # AHR 43 / — / / —+ / 1 I �_ -'---' ---- _ -G -r- ---1 2-------- 2�ra2-- �---- �----g�.-9#------ 1 — ------ 5.042 0--- 332.\ j I N S N V l* O d 00 I_I_I (r) F= U w ff F w S RWW r, 0 J Q c � � U PROJECT I 10606E SITE 21 BIaSWA-E/RAENGARDEN N.T.S. 3 FRENCH DRAIN sc: 1/2'-= 1--0° PACE OF PLAN sC:1r' =20