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HomeMy WebLinkAboutBLD2004-00320 • 6 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00320 Received Date 05/17/2004 SITE ADDRESS: 105 BURNT TREE LN Issue Date 08/26/2004 QUILCENE, 98376 APPLICANT: FREDERICK W HILLIARD PHONE: (360) 765-4009 BARBARA E S HILLIARD 107 BURNT TREE LANE QUILCENE WA 98376 SUBDIVISION: Block: Lot: TX 43 PARCEL NUMBER: 501032020 Section: 3 Township: 25 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE PROJECT DESCRIPTION: NEW SFR W/DECK(S)W/PROPANE TANK REQUIRED INSPECTIONS: [ ]. SETBACKS: ©K �7u7"v [ ] UFFER: �a I. ] Footing: 8 z7 [ ] Foundation: .[>] Stormwater FINAL Approval:—%m, Underground Plumbing: /]- Underground Insulation: �]. Shear Wall : a l oiie/O; is 13,E w/5704, l ] Framing: 2K /IF oy 1 j Plumbing: a///_I/kA=/ [-] Propane Tank/Lines: /LEjthe Cif ig //3 / m�-- ' 4- ] Insulation: / / / u` ~f� �� Ti Sheetrock: ,?*i1} ni : /2-97-0 / [,] Septic Sytem Final Approva — 1 1 Road Approach Final Approv I: [ ] Zoning Final Approval: [ '1 Final/Occupancy Approval: 6-7©d 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 • BUILDING PERMIT APPLICi`ION MLA04-00280 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00320 Received Date: 5/17/2004 SITE ADDRESS: 105 DILLY-DALLY DR QUILCENE, 98376 OWNER: FREDERICK W HILLIARD PHONE: (360) 765-4009 BARBARA E S HILLIARD 107 BURNT TREE LANE QUILCENE WA 98376 SUBDIVISION: Block: Lot: TX 43 PARCEL NUMBER: 501032020 Section: 3 Township: 25 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR W/DECK(S) W/ PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,192 VALUATION 176,000.00 ADD'L: 576 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N �y� SHORELINE: GARAGE: CONST TYPE: »/ITT OA!fa& SETBACK: Ge SEWAGE DISPOSAL: ) ATERSYSTEM: BANK HEIGHT: OT R �� ,PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: I ;,s;v^$ etland Erosion Prop: 2 Prop: I g, , (Oy S .smic Streams Total: 2 Total: ,2� ( �.j,1(oaf ood Way Floodplain Routing Date: citcs/_.65y, F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: ��vD�� Permit $1,419.35 KAS 05/17/04 64347 ED Plan Check $922.58 KAS 05/17/04 64347004 State Building Code $4.50 KAS 05/17/04 64347 AUG 2 Potable Water Application $52.00 KAS 05/17/04 64347 ,Jefferson County Planning Total: $2,398.43 &Building Department ' ' SPECIAL CONDITIONS FOR CIE A BLD04-00320 • 1.) The property owner shall comply with Water Conservation Measures (complete list maintained by the UDC Administrator). 1. One bedroom home maximum with a maximum flow of 70 gallons per day. 2. no outside hose bibs to eliminate outside watering and maximize potable water available 3. front loading clothes washing machine in accordance with the conservation plan. 2.) 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. 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.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 9.) MANDATORY MEASURES OF HIGH 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. 10.) MANDATORY MEASURES OR HIGH 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. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. 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.) 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. 13.) 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. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 15.) 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). 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 17.) The building height is not to exceed 35 feet. 18.) Minimum setback from Burnt Tree Lane or any other ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum shoreline setback shall be 250 feet as depicted on the revised site plan. 19.) 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. 20.) 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. 21.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 22.) The existing on-site well is WIti n a High Risk SIPZ designation. Addition inty review is required if the well is to be considered for utilization of potable water. 23.) Any removal of or alteration of vegetation within 200 feet of shoreline jurisdiction or within the 30 foot landslide hazard area buffer will require approval by the UDC Administrator. Vegetation removal, thinning or limbing is subject to approval by the Administrator on a case-by-case basis and may also require WDFW approval. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 4I5ozv °°� D 'tmeot of Community Deveknimem 621$l port Towns l WA 88368(3601378-4451 w `� 1 O Prmo? A p poceltorti .....„..„No, Building Type: Project Type: Frame Type: ❑ Single Family 0 New YP Wood ❑ Garage Attached/Detached ❑ Addition 0 Steel ❑ Modular ❑ Alteration/Remodel MAY 1 7 2004 ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition 0 Other. ❑ Industrial ❑ Other. Bathrooms: Bedrooms r +_)1 or Q Type of Sewage Disposal: Type of Heat: •1- 81( Choosne: Existing: Existing: Ill( ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System Total: Total: ❑ Woodstove ❑ Propane If not sewer,fill out the following: ❑ Heat Pump yZ[- * ❑ Conventional ❑ Alternative ❑ Other V` Permit# SEP Water Supply: 1 ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: ---G_.._._ l Office Use For Office Use Only /gyp Main Floor / l 1 a., (06 ��`, % 4 Consistency Review 0 .00 2ND Floor c 7/ 5 '21,0- Base fee (LH q . �j 55. 3rd Floor Plan Check fee l • , Htd Basement State Surcharge fee -j • SC) Unhtd Basement Subtotal 2C4, 43 Garage/Carport ,r Pot Water Review fee �5b . 00 , Decks Dr; 41 ( IF 911/Rd Approach fee 0 Commercial (&3 1 �� TOTAL 24'1 Vl .4-3 Industrial Receipt# 3(.E--1 Other 1 7(Oi0 ' . Cash/Check# rj'"2,t3 Initials P Date sflIIOtt Estimated Cost: If within 200'of the Shoreline, 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 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 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 the applicant's property or structure shall be requested and shall occur during regular business hours. 'z Signature: f Date: S -/ v OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 � O PERMIT:# BID �8 , JEFFERSON COUNTY � : ��4 Q `� 2 0 DEPARTMENT OF COMMUNITY DEVELOPMENT MAT 1 7 2004 ,y 621 Sheridan Street • Port Townsend •Washington 98311SON_ COUNTY DCD O 360/379-4450 . 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ ( ` STORMWATER SITE PLAN SUBMITTAL TEMPLATE IMIA# _2-SO PROJECT/APPUCANT NAME: �-// ///6r I � / Please answer all of the following questions to the best of your ability. Where the question calls for dap, applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application on a site m submit the separate stormwater site plan map. or to a Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Cie_ / 7 5 1--/ s=t- Gzc/ 3 e Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. fi/6//)&5ea Lac i frI,�r 5 t 7' .�5 7� S-ram � t 3. Describe the existing vegetation. Indicate native vegetation areas on trtp site map. P/I:ct fix qe-6 I v c1<Ike ht.r V,� 4. Describe the existing soils. Indicate soil type on the site map. -fop , li 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. 6. Describe any excess levels of noise generated by the proposed use or activity: - `."" r 't�0���/ I�; S� ,�,���Y_ -I-7-4 �r � ,� APPROVED STOWATER PLAN MI6 262004 t stormwater site plan template—rev.10/12003 ,�u at r r S IEFFER O CO NTY tvr DEPT.OF Y D ELOP ENT RegUire SIGNATU . 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. 0Ci.1 L. Jo -I... .,", s d ,-,-,L.e � \11,0C\C -I-0 -t C.� k r€(� ' I,tie f'e✓ -IIArr , f-o .fv--ei;3 )e=V 8. Describe the general vicinity of the site,including adjacent land uses and structures,utilities,roads,and sensitive/critical areas (streams,wetlands,lakes,stee slopes,etc.).f 't k-e fv yta da p n t i 1 it t� C o ( e., `,, t`- k I° K ( N f .i ' ( J-cp LA....vi_e5,,. 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. . 4((j i ' Z.-/--/'.- S _�c� t�1- i.(>1 // LA k t 7LC) -71-1,_-e � s`3-- . ,.jec) L1c :emu ttn ; till /I he cC4 DfLkc - t- re)i ec-t-- Lk t S EC )car— -t �t,e 1 LiCt -4-e-C" 1 t . If'the project requires the use of stormwat r treatment facilities,describe the types of stormwater treatment facilities proposed 41. 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. 0 CDescribe the flow control system. �Q // l x jt -. -i M M 1 7 2004 4 1 {stormtator site plan template-;rev.10✓1/2O03 "it'-`., t - 1 quality system. n Describe the water q u �_ J 1 ✓; Q4� +, ' {`- t''d PEfWr # BIP e. Describe the conveyance system analysis and design. Q 8 3 JEFFERsim cooly 15. Describe the source of fill material,physical characteristics of fill 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. / y t l 17. Describe the proposed surfacing material. GrC.t_ Cfc_S 18. Describe methods for restoration of the site. C25 cc,s 5 - �,- e r i-f ct t t"tom. r� • • 9. An Operation and Maintenance Manual is required for each flow control and treatment facil' ty. for large"projects only and only those for which facilities are required to control flow or treat runoff.]If included,listis is normallyrred the 1M Manuals here. �,.� � .of C.!?) List here and include any special reports or studies conducted to prepare the Stormwater Site 1\21 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drai age plan r contain more restrictive drainage-related requirements,describe those conditions or restrictions here. �� 7 2004 MAY 1 stormwater site plan template—rev,10/1/2003 F i 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). . rod°E!er-rer -CoilstaAtion SWPPP 1. Mark Clearing Limits. 2. fijablish Con9tNction Access/j �,' -�h." C, Or i '✓e 746 C"-ic r'L 'f' i 1-`e__- 3. Control Flow Rates. , /14 4. Install Sediment Controls. 5. Stabilize Soils. 7/ A 6. Protect Slopes. /VII .v .) I t i re-VIC-e- 6 v N&L 5(X-c2- 7. Protect Drain Inlets. 0 Yam- +�( s t r l l >7 ) MAY 1 7 2004 stormwater site plan template—rev.1W1/2063 1 t 8 12 Required Elements—Construction SWPPP(continued)8. Stabilize Channels and Outlets. PERMIT ERMIT # BID 9. Control Pollutants. f FEIISeNCOUNTY BCD 4 A(71 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). //A 11. Maintain Best Management Practices(BMPs). 47/ 12. Manage the Project. .4( ' 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). 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. I/71 .y t '. MAY 1 7 2004 stormwater site plan template—rev.10/1/2003 f rT C I b. Description of special requirements-for working in or near environmentally sensitive areas. 4/X. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site 11 soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). / V 4 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 con ru ion schedule. / CpO� J l//�G‘-/ • II. Wet Season Construction Activities. a. Proposed wet season construction activities. Pule' i.,./0 —k b. Proposed wet season construction activities for environmentally sensitive areas. { / !/et 4 7. FinancialOwnership Responsibilities. a. Identify t c, hckproperty owner responsible f r the initiation of bonds and/or other financial securities. jcrA / 1t/ �-4 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Hi./ (4_i re-S f fr--L 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. .m b. Diversions. c. Waterways. Ai- d. Runoff/Stormwater Detention Calculations U4 MAY 1 7 Z stormwater site plan template—rev.10/12003 ,_.- 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-built?)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: •'i ‘41‘ \, 12 stormwater site plan template—rev.1G/1/2003 • 0 24•- .rin.wN o(13me4Pri of >w w 20._6. / 11•-2. Pto A / - / 4'-9 3/4" / A A - a S � O® MEO 1 \ \ \ \ \ \ \ -_j ..;`---141.1-vil III \ \ \ P n n n n zt a at n n p z I- ;O ?M w m m * - �\ 8 a ° w Z I- -- \1 ie m w ���P.0000000000o O P O `HELVES -� • API.;AAAAAAP,�ppAA u) N O qo � � 0 mmmmzmmmmmmmmmmmm o \ CLOSET 11 \ 8. 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SW1 -`j nq swt iiil • ...., / 3-G" /O lrJ-II ii, / 5'-11 1/2" / 4'_0" 4 / a e/ D FRED & BARBARA HILLIARD DATE: 04/09/04 ND 411 & 2ND FLOOR PgGE30F9 411 SMITH LANE LAYOUT DRAWN BY: 0 QUILCENE WA. 98376 CLIFF GREGORY 1111 * 1 'a'H S' O ao� O g H o N. o ► .__ K s j Er rri oti At r g N V A ... . 2P> 4 Cr,' MIe P N, a rn `- d Rwa,2 .W...4 �c� , ;Fi NIv::i Ti .,,.. g 5 — „\.. I I z =7 I ii c 1 m �6 1 a 1 cD .. 1 • 414 v i �� � 0, , 4W wa I ,," N. 1 \, I SECTION 4, T25N, R 1 W, W.M. I SECTION 4, T25N, R— 1 yy, _ W.M. h O to U) �z�f 1. 0. 1 I �. 1 w r o 1 1. II 1 E i '0 , o — I I i11!.1.:1 tit I A �i 1 II I I i ,� \ 001 i T 6x I I 1 rON.+,�\a r R I a ..„En,., ,,,,,,. ,,,,,,,,, , . ,,, r 7---- , , , .._ , 2-.. -i-i.p ,— cc, ....., 11'N i I, - -ik ,o• 4. • Fr7,. # vit. -s;,00 7 I iii; -(5 11 \J a 4,1 A------ -..-�ro SMITH( ROAD 1 / ni a410 cY (FUT(!RE BURNT TREE LAN ) API ' o e7 li p th I.. 0 1 1! 8 U1 tr4 0 D R > ON—SITE WASTEWATER PLANS ANS 's71L� APPLICATION,rip Iav, rn n o C TAX PARCEL 501-032-020z II g o A (i)1coV "o ' 865 CARLSBORG ROAD, SUITE ,E,.SHALLOW PRESSURIZED SYSTEM FOR SEQUIN, WA 98382 4. FRED & BARBARA HILLIARD PH (360) 683-6300 FAX (360) 683-5652 p'