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HomeMy WebLinkAboutBLD2004-00288I • BUILDING PERMIT APPLICOION M�LA04-00p245 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00288 Received Date: 4/30/2004 SITE ADDRESS: 1520 EAST QUILCENE RD QUILCENE, 98376 OWNER: KRISTIN KENNELL PHONE: (206) 361-7777 PO BOX 598 QUILCENE WA 98376-0598 SUBDIVISION: Block: Lot: TX 43 PARCEL NUMBER: 701191016 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: PRATT CONSTRUCTION COMPANY PHONE: (360)452-3360 112 J S H EA WAY PORT ANGELES WA 98362 Contractor's License PRATTCC210JL Expires 3/25/2005 REPRESENTATIVE: JOHN HANSEN PHONE: (360) 379-0632 PO BOX 121 PORT TOWNSEND WA 98368 PROJECT DESCRIPTION NEW DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 25,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 576 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: F&W Landslide el „- • Shoreline Aquifer /� - Forest: Commercial Rural Type Amount Paid 13v: Date: Receipt: AID proved Date Permit $391.25 KAS 04/30/04 64325 A V E Plan Check $254.31 KAS 04/30/04 64325 State Building Code $4.50 KAS 04/30/04 64325 JUN 2 8 2004 Total: $650.06 Jefferson County Plannw,3 & Building Department Cavin _ 6-e4- .. �,( c � II Jefferson Com4epart ment of Coni n nity DeVeo t (,---,:i;OINT--0, f _ permit A ... �� 0 621 SheMdan Street,Port Townsend WA 88308[3601318-4450 \4 SWING . . 4...„„ ). -3-t-,..,p., pp_ acaction Building Type: Project Type: Frame Type: ❑ Single Family ' New Wood y ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel U Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: f✓ Existing. ❑ ,Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump , `E ❑ Conventional ❑ Alternative ❑ Other (V Permit# SEP ,C'5'= 0 War Supply: I' Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use • For Office Use Only 2 Main Floor Consistency Review �7 2ND Floor Base fee 89/, cJ 3rd Floor Plan Check fee r27 S‘,/- 3 Htd Basement State Surcharge fee 4' Sc Unhtd Basement Subtotal 6Sb , 0 6' Garage/Carport 5-1 3' i s-1(- 3 2-- Pot Water Review fee --c9 Decks 911/Rd Approach fee -- " Commercial TOTAL 65-, 06 Industrial Receipt# I-3Z.5" Other Cash/Check# 130 Initials Date 4 3� a 4-- Estimated 41/1411°"st: If within 200 , Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to- e app nt's property or s tore shall be requested and shall occur during regular business hours. '' Signature: ► Date: 4 - 25:1 -0 r/.2.4:4 t•.� OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00288 SITE ADDRESS: 1520 EAST QUILCENE RD Received Date 06/28/2004 QUILCENE, 98376 Issue Date 06/28/2004 APPLICANT: KRISTIN KENNELL PO BOX 598 PHONE: (206) 361-7777 QUILCENE WA 98376-0598 SUBDIVISION: Block: Lot: TX 43 PARCEL NUMBER: 701191016 Section: 19 Township: 27 N Range: 01 W CONTRACTOR: PRATT CONSTRUCTION COMPANY 112 J SHEA WAY PHONE: (360)452-3360 PORT ANGELES WA 98362 Contractor's License: PRATTCC210JL Expires: 03/25/2005 PROJECT DESCRIPTION: NEW DETACHED GARAGE REQUIRED INSPECTIONS: TA SETBACKS: ] UPPER: DIG , 6D - (3 1`4 Footing: be- Fg •-o� 6'3 —t 4 $4] Foundation: OW Ot _ L.-to_01( tri Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [1] Framing: f 1 Plumbing: [ ] Propane Tank/Lines: I !, V/ /o— Insulation: d /�4 • �. f 1 Sheetrock: `� VISeptic Sytem Final Approval: Road Approach Final Approval: [ ] Zoning Final Approval: [.9' Final/Occupancy Approval: 6t-•'g .t_(S_o5-- 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 FOROSE # BLD04-00288 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 27, 2004 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: Suburban Shoreline designation, Type 5 Stream, Level 2 Landslide Hazard Area, Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) A Geotechnical report dated March 8, 2004 prepared by Stratum Group was submitted in conjunction with this application to address the stability of the site. An addendum dated May 4, 2004 addressed the drainage for the site including removal of the existing tightline. 3.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty(30)feet or one(1)foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 4.) The existing structure is a legal nonconforming structure with regard to shoreline setback requirements. This proposal to construct a new single family residence on the existing foundation was determined by the Administrator to be consistent with the Shoreline Master Program as it is not increasing the degree of nonconformity. Should the existing foundation be unusable and require removal, the structure loses its nonconforming status and shall meet today's shoreline setback requirements. 5.) 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. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7.) A Type 5 Stream (Fish and Wildlife Habitat Area)has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 9.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple(Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak(Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera)Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose(Rosa Nutkana), Swamp Rose(Rosa Pisocarpa), Willows(Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 10.) Marine shorelines and isli are susceptible to a condition that is known s 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. 11.) 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. 12.) A Geotechnical Report prepared by Stratum Group dated March 8, 2004 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 14-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. 13.) 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. 14.) 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." 15.) A vegetative buffer of 14-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. 16.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 17.) 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. 18.) 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. 19.) 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. 20.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50 feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM)to the proposed single family residence and detached garage. 21.) An additional setback of five(5)feet is required from the edge of the buffer area to the proposed single family residence and detached garage. 22.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 23.) Buffer perimeters shall beked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 24.) 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. 25.) 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. 26.) MANDATORY MEASURES FOR COASTAL 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 requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 27.) An on-site well will provide potable water to the proposed single family residence. 28.) 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). 29.) The applicant is proposing to create or add 2,610 square feet of impervious surface and 2,610 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires 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. 30.) A Stormwater 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. 31.) This parcel is a legal nonconforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 32.) East Quilcene Rd (C327508) is a county minor collector road. The road approach is existing, and an address of 1520 East Quilcene Rd has been assigned to the parcel. • • 33.) A septic permit(SEP85-000070)was finaled April 1 1985 for evaluation of the existing system was completed by Envirocheck Jbunde 20, 2002.system.room An According to the applicant, a portion of the drainfield encroaches on the neighboring parcel to the north. As conditioned by Environmental Health, an easement is required prior to the final building permit inspection and issuance of a Certificate of Occupancy. 34.) Potable water is provided to this parcel by a private well. 35.) Two (2)on-site parking spaces are required for the single family residence. 36.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 37.) The building height is not to exceed 35 feet. 38.) minimum setback from East Quilcene Rd right-of-way is 20 feet. Minimum side setbacks are 5 feet. Minimum shoreline setback measured from the top of the bank is fourteen (14) feet. 39.) Development Review staff conducted a site visit of the subject parcel May 27, 2004. 40.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 41.) 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). 42.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 43.) The site plan as submitted with the building application on June 3, 2004 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 June 25, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 44.) This approval is for a single family residence and detached 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 • 'i.l PRO sro� wA T VED .sON e PLAN 4i6 JEFFERSON COUNTY JUN 3 zoof 4 _ DEPARTMENT OF COMMUNITY DEVELOPMEN 621 Sheridan Street-Port Townsend -.Washington •: •.; pF+q O$ 360/379-4450.360/379-4451 Fax Sk ly Tr' AttN rt1i11TY '�tNO httpJ/www_co_jefferson.waus/commdevelopment/ q � ''• F STORMWATER SITE PLAN SUBMITTAL TEMPLAT MLA# 04. -'o 2,9, / PROJECT/APPLJCANT NAME: Kg/Wr'N Z E1J to[1... 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. 'geya 9E "De.MoL-[T rt,T.! G X-t STJ[ 1-4n0 S6' cc gs-rRkt.1 -S E-a) 5 FTL - p 6;A1?--Aff - 56E 5I Pw4. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. �LcPE I - Z'E 5' 5TRF../tA4 I t-l)ca- LW a 3. Describe the existing vegetation. Indicate native`station areas on the site map. - o +'f NIA-C UO 'C/--ID?V . e„ CEO 4. Describe the existing soils. Indicate soil type on the site map. F ECG 'P6gMt.-t' ME P zo 4 co-k 5. Describe the existing site hydrology(i.e.;drainage;behavior of water on the sitc 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. 5 (--05- 5 T(33 k 5l-t-e>' -- L./l� 6. Describe any excess levels of noise generated by the proposed use or activity: NPc / f if ���„ l� 't j ;rt xJUN 34 lj stormwaterlb site plan template.doc—rev.10lt2/Z3 ) it��/` 5 DEPr 1 y tio-Y-e STORMWATp,�D n. ,.,., �o1v c � P�-A N JEFFERSON COUNTYJG�f �,•, DEPARTMENT OF COMMUNITY DEVELOPMEN 4• ,1 621 Sheridan Street•Port Townsend •,Washington •: pew o,fifiER IN / 360/379-4450 •360/379-4451 Fax Sir ' 1Nny �7'� `--cut http-J/www.cojefferson.wa.us/commdevelopment/ +irk,. f -�•-.--... i STORMWATER SITE PLAN SUBMITTAL TEMPLAT MLA# V-D -00 2S7 PROJECT/APPLICANT NAME: Kr-,Wit N FL.L. 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. Tf2,01'5 -?p.Mot_r T ini.l a't- c X.r sTi N[ t v SF C TS t1 -Lit.) 5ER - t -; ? � M7- 4 6 _ 5 E" stT. Pvia4. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 5LCVF I -1 'E 5- STR kiA t 5 t k��� LWF- d -re 3. Describe the existing vegetation. Indicate native veqetation areas on the site map. tIA T tki e USG 6.1"-A-"T,o 0 . 4. Describe the existing soils. Indicate soil type on the site map. .` 5 F v11 G 'PpA t.T z rs., zo 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. 5 1-c>-?5 Thu43 fti?-ti. 5 c-{e> LI t\S 6. Describe any exr ss levels of noise generated by the proposed use or activity: N/A / / J f fa{ f �. JU ,, ii N "3 ; stormwater site plan template.doc—rev.10/122003 / r 1 j i 5 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slo s,etc.)on the site. Indicate location on the site map. } z.itisei SL.Opac r 7-Le5TR�'A- E T � T�PoRT 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.). VA C-4j—r 'To NO TZT 500 T H120A-r TO EAST .. Fz5 twis5. To to 57' 25 Sri FLANJ 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. 55C 51-rE F. t1 *=oR_ tzeC eN'ED (M RL--re.&c T bIL1 As Fz c o r RE?orzrr- USE 7 AW T 5.3o ?rix.ct-tcre 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.] .NflA 11. Describe the performance goals and standards apf3icable to the project. 12. Describe the flow control system. l'N j i !� ..: j JUN - 3 2004 '%�I stormwater site plan template.doc—rev.10/12/2003 `~l i - 6 DEFT OF. C,, i; IJ'EL YQc Ei�" A ,. r . 13. Describe the water quality system. 'WC2 r`C.,<t.+ 1 1 v-S[A3 30? �� 14. Describe the conveyance system analysis and design. '. ---, P//TP kmoN / E'ER. G 6TE?t`+- IN M4TU Kral-- FL15(a) -17i -Tri. /'T6 JPc n\f E U E T}�-71'to) 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. /A 1 v 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code J(A 17. Describe e proposed surfacing material. 17 FI /►I1 AIR41-- TAO ERRS ta94'' 55('3 LE 18. Describe methods for restoration of the site. r-R AW . 1Z-M51-0 N/4`I(Ve_ 1)E TA-el bN) A5 "i)&5c (1FL- ' , 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. 1 -itAit 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. TOtL V1N -F P4 T"/ EMoG_(-rec P.-IzM-(T r \ ,_' I r r�_ + i , , s1 I , { i{ i stonnwater site plan template.doc—rev.10/122003 i Li i 3 R JUN - 3 ;i ) 7 'I _ r r5F. , .., ,;,Y OEVE OPk EN , •' R 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. 1Z1 3,RS /1AAc I6J C FE Rn RE cs ILTS5- , >)Cv,s I4J 0)('`ri-t c©7.)TR- 'r-e)[z 2. Establish Construction Access. "x151?Kr "RtJ W AO> PA1Z KING A A- 3. Control Flow Rates. -L XL) 'E3M P AFZ Ur c 3 pArT/4 4. Install Sediment Controls.7- Aitoo4 u_ __ at\V '$/°t'lz C' --5( AN't'� =o� � i'E7 Cow{�oC_�f I.A 5. Stabilize Soils- 6. Protect Slopes. `Tz 't1 JC-- r A-c �- .s 1 kCa' J -rn t2 /-G-'!v L-ct? 7. Protect Drain Inlets. /A-cD 1v rib e-- i--f C2-EA -/ ACC 0 L.AO? I I i 0 V4a rr- r----- i i � ��_,.. i irod 3 r N 3 + I I , , I i - 2004 11 i-," i 8 i Pr. CF (.(Jiv.,ttl(I:vli\''rt_ ci 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). NI( 11. Maintain Best Management Practices(BMPs). C,193NE'- ,AS ' C—ot--ITPAc�roc.- (JJI L.L. 12. Manage the Project. Q(23 UE ,4t.S) C7d,t<n-- Lz cc (salt-(., Aj )i'To a /tJ-D M I NTr41ki '�' j?s 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential - areas,roadsann�� , L1�� ��"'•v .r1 n /AVAt- ci �, 4 b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards �t RF .J ON SfT- 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent t the site. F W Ei 4 P 5- STRIA li. S t r, r i . r �, i - j i j I i! stormwater site plan template.doc—rev.10/122003 I g L1 LL JUN - 3 2004 11 ,, ` b. Description of special requirements for working in or near environmentally sensitive areas. 1)' 3'TAnJ �V F .5g-S 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). G 1t'Ci-.) (2.gpoFr7- A pg- E9 I SSDE_ Oil- _ C.0 `tEcomluet\1' rta To 1%.rR T R r r- Aut q iR.o All S"[-'EEp r 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). I. Provide a proposed construction schedule. `'-FE��7Yl�?C 'gC�obsJT[ot'J dF 5. •}7TrG Is v C I P viiksoroi4 II. Wet Season Construction Activities. a. Proposed wet season construction activities. JII—Ls CoJIJI` 7L ? (,I)C 14-4 /.-E WIN? 12 - b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. fRIS'fitJS tt(Z J JELF__ 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. Ni7‘... d. Runoff/Stormwater Detention Calculations i , i 1 — l V C r, 'v t: / t ... f i H1t .' i . stonnv ater site plan template.doc—rev.1 0/1 22 0 03 ( sit ._ _ 3 a 10 LJUN — 3 2004 ,/` Ili 1 ri K r ---- --.� r Ur r f t_.< c • SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth,length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe,and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet g. Detail controVrestrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s),if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. r.1 of r. iI stormweter site Wentemplate.doc—rev.t(utzrzro a 1.!i JUN i 11 • 1.._ ix�(, ' � ' � .. • 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 SVVPPP 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. //14414 5128/c4 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 1 i .G, 13 s 1fl r IIS I li stommvatersite plan template.doc—rev.10/12R003 JuN — i+� (JJj t2 titu 3 t Ii.J t OEFY �Es lr��"rJ(J�,1�' y I— f4CUir,;, �,iliCIEVEiOPn�Eie7" t . , 1 . i • • " . . , • -- . , • • . . . yv, 3(:).7" ft f kt kl G.)5E • MAY 2 0 2004 i \ i A . • \ ! • 0" \ \ \ \ ‘. \ • . •-„,„, le-,./,' ...." `i.•. • 1 5-' \ .. \ \ v:, •,,. \\k:,- t---' / •. iie€5, \\ ,..,.. ' \ .4, -..-• . - ,/,../' \\ . \ ' \ - / if 4 . \ .. ...."' . • 7 a, „I\ L.__---....... ._ - ----....i I i \ ..57 / 0 0 e \ I 1I .., .... ...... , .. . .. ,./ ,. • N . , • 11':5' - ' \ , \\\\ \ / \e Z ,.-, ' .'•.' !'''' 4/0 e • 44,11,\ :,,/,......_.! ...-. 4. ,,,,, I i',c.t, \ ' Daniel McShaneStratum JOB KU MGM°MI Dm Figure 2 IMAM DV Dm 5 C._ C ' Site Sketch Plan ':-", i :". ' c 1451 Grant Street °ECM IM Du .... ___. Bellingham. WA 98225 DAM.12/K4,03 (360) 714-9409 l'24: NA _ _. STRATUM GROUP 1451 Grant Street,Bellingham,WA 98225 Phone(360)714-9409 May 4, 2004 Kristen Kennell P.O. Box 598 Quilcene, WA 98376 Re: Drainage MAY 2 0 2004 ' 1520 East Quilcene Road, Tax Parcel 701191016 Quilcene, WA Dear Ms Kennell: In my Geology Hazard evaluation dated March 8, 2004 I recommended that roof run off and any other storm water run off should be directed away from the steep slope in front of the house. I further recommended that the run off should be directed via a tight line to the base of the bluff above the ordinary high water mark north of the home. Infiltrating the storm water run off using a horizontal perforated pipe located north of the house would also be acceptable. My primary purpose of recommending a tight line to the shore north of the house was because of concerns I had about the existing system that cause a risk of surface water flowing on the bluff face immediately in front of the home. As noted in my previous report there are no impervious layers on the bluff slope. Hence,there is no risk of infiltrated water becoming perched on an impermeable layer and causing slope problems on the bluff face. Best regards on your project. Should you have any questions regarding please contact our office at(360) 714-9409. Sincerely yours, /'p ash ', \ m Group 0 Stratum p ' 44{{jjj T; t y c 4(11cPet.rog Dan McShane, M.Sc., L.E.G. 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F LOO F- PL^ 0 12b6� sa pr ,I -VFNT 1-1-112oU&H ELOD _ ¢6ov I- I F�uLL_ H_elc r ;311 GOHC. WALL i=gosT FREE H os�F- 13I CAS 2413 5a_FT_-[or,0,1— PERMIT # BID 0 4 - 28' JEFFERSON COUNTY DCD 0 UA N Z i z_ � O fL Z W Q � 5HEti-T 3