Loading...
HomeMy WebLinkAboutBLD2014-00082 BUILDING PERMIT APPLICAN B Review 0082 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00082 Received Date: 3/7/2014 SITE ADDRESS: 3221 SR 20 PORT TOWNSEND, 98368 OWNER: MAREK WALIGORA PHONE: 503-932-0274 MAUREEN WALIGORA 13806 SE 36TH ST VANCOUVER WA 98683-7700 SUBDIVISION: Block: Lot: TX 20 PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NSFR W/ATTACHED GARAGE, NO HEAT, NO PLUMB TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,400 VALUATION 283,928.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 676 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,287.00 MEB 02/24/14 148402 Plan Check $1,486.55 MEB 02/24/14 148402 APPROVED State Building Code $4.50 MEB 02/24/14 148402 a n Potable Water Application $67.00 MEB 02/24/14 148402 Total: $3,845.05 Jefferson County DOE, Rfiri nnnrWAnfnlinrmMC RI Il Ann Rir!r,, 4/7/9MA ke-sc'N rb DEPARTMENT OF COMMUNITY DEVELOPMENT k GL 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 11043> Web:www.co.jefferson.wa.us/communitydcvelopment •S ff OE E-mail:dcd@co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00082 APPLICANT: MAREK WALIGORA PHONE: 503-932-0274 MAUREEN WALIGORA 13806 SE 36TH ST VANCOUVER WA 98683-7700 SITE ADDRESS: 3221 SR 20 Issue Date: 04/18/2014 PORT TOWNSEND, 98368 Final Date: 10/21/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 1W PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE, NO HEAT, NO PLUMB with a SHORELINE EX1 1VIPTION THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes ( THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/21/2015 Building Official, \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/23/2015 Sally Ellis From: Linda Atkins Sent: Tuesday, October 06, 2015 3:13 PM To: Sally Ellis Subject: BLD14-00082 Waligora septic finaled in BLD Linda Atkins R.S. Environmental Health Specialist, JCPH Environmental Health Division 360-385-9444 Always working fora safer and healthier Jefferson County t))M•'I EITIALITY MITICG: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCN 4256 Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including RCN 42.56 et)t 0060 ire 1 7- • • CC H = O 13 LL Cu O Z LL 0 I--1 O CO -) O •• .. Cr) . CO 0 4- w - Cu - co Z 0 -O - in Q 1 O 0 L J X Cr -0 a..' m C U O = F- UJ o CI Z -N U I-1 0) 0) ¢ •• 7 L ..0 L U ti O U U U CC Z 0 > C7 J 0- o_ X U F- F- O O 0) a) w (!) '0 = O C7 U O Cr O 1--- LU LU C = 3 ti 3 1— O ` O I O co J U O co _0 Z O7 C X O CU H CO -- U) 3 CO 3 ✓ - o_ 0) F U) C/D ¢ F- v CC O LO LU GO CC C!) C LU CO Y J LL ¢ O ¢ W Cl N- LU (U CC CC CD 2 3 O r- 3 CC Q C7 O I-I F- •• CC - - CC X 0 CD J CO (JD CL O CC 1- X ¢ CC I- CC Cr) 07 (U F- J 3 CC C) J Cu Z Cr) - LU ¢ LU LU 3 0) - ¢ F- 3 Z CO - U LU O Cu O .- CC DC LU LU = CC U F- Cu It O I- a) J Y LU O C) CD 0) 0_ LU 12 O C.) O ti X Q 1-1 d) CO X CC = O Z a) CC J J 7 0_ O CC Q Cr) CC C'J' Cl) I- CO Q -I-+ \ U X X >' 3 CO - +' 0 d- o CO : 0 0 C) O - CV ' I.-- .- H J O ¢ . 0) 3 1"-- 0 O O C7 o - o O 0 O -0 C_ LCD CU O C-) a) .— — 1- D) # C O 1-I a) •• C_ 3 C- J Y C - a) O ++ 0) 0 a) a) 7) a) -- a 3 s a) 0 CO a) -o > co 0 L L 0 — O co C1 5- 0 0 co X -I-I U -O X CO CO 0 O -- -- co a) F- F- X q- F- U] O Cl- X X F- ¢ ! Prescriptive Energy Code Compli for All Climate Zones in Washington • Project Information Contact Information Residential Single Family Home w/Garage Marek& Maureen Waligora(503-932-0274) 3221 SR 20, Port Townsend, WA 98368 13806 SE 36th Street Jefferson County Parcel No. 901172004 Vancouver, WA 98683 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative /I 1 / tAeti"-- Date 62—°2 S l y All Climate Zones v R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall'KI 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°•k 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: El.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. O 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 0 1.5 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energv.pdf Table R402.1.1 Footnotes • For SI: 1 foot .= 304.8 mm, ci .=continuous insulation, int .= intermediate framin a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. n The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. i For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. " Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. • • Glazing Schedule Project Information Contact Information Residential Single Family Home w/Attached Garage Marek and Maureen Waligora (503-932-0274) 3221 SR 20, Port Townsend, WA 98368 13806 SE 36th Street Jefferson County Parcel No. 901172004 Vancouver, WA 98683 R402.3.3 Exception (15 sq. ft. max.) 0 Vertical Glazing (Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet '°`h Feet Inch Area UA Pg 2 Kitchen window (Front Elevation) _Manu. 0.30 1 3 ° 3 ° 9.0 2.70 Pg 2 Bedroom No. 1 window (Front Elev.) Manu. 0.30 1 3 ° 4 ° 12.0 3.60 Pg 2 Bedroom No. 2 window (Front Elev.) Manu. 0.30 1 3 ° 4 ° 12.0 3.60 Pg 2 Laundry (Rear Elevation) Manu. 0.30 1 3 ° 4 ° 12.0, 3.60 Pg 2 Great Room view window(Rear Elev.) Manu. 0.30 4 6 ° 8 ° 192.0 57.60 Pg 2 Great Room transom (Rear Elev.) Manu. 0.30 5 6 ° 2 ° 60.0 18.00 Pg 2 Great Room French Doors (Rear Elev.) Manu. 0.32 2 1 10 5 ° 19.6 6.26 Pg 2 Office (Rear Elev.) Manu. 0.30 1 3 ° 4 ° 12.0 3.60 Pg 2 Master Bedroom (Rear Elev.) Manu. 0.30 2 3 ° 4 ° 24.0 7.20 Pg 2 Master Bedroom (Left Elevation) Manu. 0.30 1 3 ° 4 ° 12.0 3.60 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0, 0.00 0.0 0.00 0.0 0.00 • • 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA 364.6 109.76 Area Weighted U = UA/Area 0.30 • . Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30- The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Residential Single Family Home w/Attached Garage Marek and Maureen Waligora(503-932-0274) 3221 SR 20,Port Townsend,WA 98368 13806 SE 36th Street Jefferson County Parcel No.901172004 Vancouver,WA 98683 Heating System Type: 0 Forced Air Furnace ®Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature _ Design Temperature Difference(DT) 45 Port Townsend { — ..., 777 AT=Indoor(70 degrees)-Outdoor Oesgn temp Area of Building Conditioned Floor Area - • Conditioned Floor Area(sq ft) 2,400 • Average Ceiling Height Conditioned Volume Average Ceiling Height(ft) 11.2 26,880 Glazing and Doors U-Factor X Area = UA Instructions 0-30 365 109.38 Insulation Attic U-Factor X Area = UA Instructions A ��v� 0.026 1,710 44.46 13- dvanced - 4 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA u-38 Vented _-- i.k, 0.027 690 18.63 Above Grade Walls(see Figure 1) i U-Factor X Area UA Instructions 0.056 2,008 112.45 r11-21 Floors L _. Floors U-Factor X Area UA Instructions R-30 w 0.029 2,400 69.60 Below Grade Walls(see Figure 1) U-Factor X Area UA No Below Grade Walls in this project. Slab Below Grade(see Figure 1) F-Factor X Length UA No Slab Below Grade in this project. V ij Slab on Grade(see Figure 1) F-Factor X Length UA • No Slab on Grade in this project -- Location of Ducts Duct Leakage Coefficient No Ducts 1.00 Sum of UA 354.52 Envelope Heat Load 15,953 Btu I Hour Figure 1. Sum of UR X AT Air Leakage Heat Load 13,064 Btu i Hour Volume 06XATX.016 Above Grade Building Design Heat Load 29,017 Btu I Hour • Air Leakage t Envelope Heat Loss Building and Duct Heat Load 29,017 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 36,271 Btu/Hour Budding and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 At,Heat Pump (07/01/13) • • Supplemental Simple Heating System Size: Washington State We are selecting radiant in-floor heating as the primary heating system serving the proposed residence. The Simple Heating System Size: Washington State spreadsheet was limited to either a forced air furnace or heat pump to serve residential heating needs. Radiant in-floor heating is a ductless system not subject to air leakage in ductwork or in the furnace like a forced air unit. A heat pump is a thermally efficient heat exchanger but it is not electrically efficient primarily due to pumping times. Simply put, an in-floor radiant heat system circulates hot water through tubing attached directly to the underside of the floor. Diffusers,reflectors, and insulation are used to spread heat evenly and minimize heat loss to the surroundings. Radiantec, a designer and supplier of radiant heating systems, examined the foundation and floor plans for the proposed residence and engineered the number and size of heating zones for best efficiency. Radiantec estimated the heat input required for the residence as approximately 38,000 btu(at least 35,800 btu input)which is consistent with the Washington State Simple Heating System Size spreadsheet estimate of 36,271 btu. Radiantec suggests using an electric boiler for primary water heating source for the radiant heat system. The heating system is a"closed" system separate from the domestic hot water serving the residence. Radiantec's recommendations and system details are attached. ii 0 PARCEL NO. 901172004 SITE PLAN FOR: MARPJK IN SECTION ' APPROXIMATE HIGH :i 1 WATER MARK BASED UPON VEGETATION �S O LINE/TOE OF BANK. Ns 30' BUFFER FROM TOP , OF BANK (BANK HEIGHT cD 4 . ...>/o' & <30"0 0 'Ci' ts./ ,, 6� 2-100 POUND-`o-. v �., �� PROPANE TANKS' l C)0 (NOT TO SCALE/.. / srDEM� OMMUNITY___ DEVELOP MENT TOP OF--/ RE 4) WEST LINE BANK THE NW 1/4, SECTION 17 MINOR WET AREA i BALANCED /� GOVERNMENT MEANDER I LINE PER VOL. 13 OF i / SURVEYS, PG. 129. - / 0 - ROAD / OLD �S PERMIT I . , / / LANDSL7590 AT • i /\ )ST 3.22 • / !_ I VIE r[j / / LEGEND: / 2014 lb DENOTES 30' WIDE EASEL EGRESS AND UTILITIES. DEVELOPMENT 100 50 0 100 e*' --2 DENOTES EASEMENT FOR MAINTENANCE THEREOF, ; SCALE IN FEET DENOTES BUILDING SETB, JANUARY 22, 2014 (REVISED 2/18/14) 1.l''i-11 DENOTES EASEMENT FOR UTILITIES TO BENEFIT PAI ; 935 N 5 21ss LAND SURVEYING 975 n Sen Ave. SEE AFN 576940. MAPPING r a € (360)set-1—2161 DEVELOPMENT CONSULTING A At r t a FA%683-5310 CONSTRUCTION MANAGEMENT t - (e8s)661-2161 SER JJ: 072917—WALM7301_SITE PLAN—D71614 - i V / ' i ii ,- 1r SUPPLEMENTAL: STORMWATER SITE PLAN PARCEL NO: 901172004 -.___ , ___ / - /7 ) ,1 - / - - - - - / E APPROXIMATE i HIGH WATER MARK .>,'" / / 720'TRENCH N 30' BUFFER FROM TOP OF BANK / ,/DIS (BANK HEIGHT> 10' &<30') 1 DISPERSION TOP OF BANK �`/ • ' 40:/ ( � BALANCED / / /-/ t TV / 1111 r�� r r WELL GOVERNMENT / / ...,/,/ Ni„II iii DECOMMISSIONED / MEANDER LINE / ! (10 /\f 12/16/13 . / ' . 4/1/ Zr 30'TRENCH / / / NEW GRAVEL DIS DISPERSION . NIL,. DRIVEWAY / APPROXIMATE ..' // / F-----TOE OF SLOPE PER OWNER / / / . 111 / / , ' r te-------200'SHORELINE // REGULATORY LINE f / / 1 30'TRENCH / / DIS DISPERSION • D / / ApPRSVEPLAN LINE" TRASSEPTIC TRANSPORT � '�4"2614 - MAR / — 3EFf�FSCT• COUNTY9 DEPT F �."IA � uv Lr " /SIGNATURE: _._. Er EWE -s I'S I i I 1 f FEB 2 4 2014 o E-' - ti NORTH IIFF- FES COUNTY SCALE IN FEET rG^T.OF COMMUNITY DEVELOPMENT Standard Conditions for Resident Development in Jefferson County 411 1. LIGHTING: 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. 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. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile 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 requirements 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. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: 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. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07_SFR_StdConditions 3/7/2013 1 ,i • • 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are • not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible.Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility • A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer,geologist,hydrogeologist,or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e.,those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils,and full dispersion is not feasible,then consider a rain garden or bioretention BMPs (the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system,a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • • 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1..4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles,drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile) must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • • from roof •5 5 _ 5 5 5 grass 5 overflow 6'min •o 0. 000 - 1+1 -31s' 0 0 ar°oVe washed Q rock. %�$.o a 4,0 18°min NOTE:Same length dimensions v o ve and site limitations as typical system ansa 171'e non a 0.9 2'min j _ 15'min X-SECTION NTS Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs--August 2012 3-8 • 1I Radiantec www.radiantec.com .. i AD!ANTEC P.O. Box lilt, lyndonville VT 05851 Ph. 800-451-7593 o r +�AVT rECMH�`�, RECOMMENDATIONS AND PRICE QUOTATION PREPARED FOR: Marek Waligora By: Dave Bolduc DATE: January 15,2014 QUOTE : 30483 SYSTEM TYPE: Five Zone Closed System with Customer Supplied Electric Boiler UNDERFLOOR HEATING MATERIAL 5 -300'coils 1/2"PEX tubing with 02 barrier(Lifetime Warranty) $705.00 13 - 250'coils 1/2" PEX tubing with 02 barrier(Lifetime $1,527.50 Warranty) 1 - 5 Circuit 1/2" Pex tubing manifold- straight legs $369.00 1 -4 Circuit 1/2" Pex tubing manifold- straight legs $319.00 3 -3 Circuit 1/2" Pex tubing manifold-straight legs $807.00 1500- Preformed Aluminum Plates-Single Groove $1,650.00 2400- Square feet aluminum reflective barrier $456.00 4- 1/2" PEX repair couplings $32.00 UNDERFLOOR HEATING MATERIAL SUBTOTAL: $5,865.50 CONTROLS AND MECHANICALS 5 - D-508 Floor/Air Controls $495.00 20-3/4" Bell Hangers for tubing manifolds $40.00 1 - SP-85 Relay box $335.00 5 - Medium head cast iron pumps $645.00 I - Five zone distribution manifold(ZDM) $689.00 1 - Extras for 5 zones -Cast $75.00 1 - 1" Plumbing mechanical package(PMP) $369.00 1 - 2 Gallon expansion tank(TX-5 set @ 12 psi) $65.00 CONTROLS AND MECHANICALS SUBTOTAL: $2,713.00 I -Tubing cutter $15.00 SUBTOTAL: $15,00 TOTAL: $8,593.50 SHIPPING ESTIMATE: TBD Returns are subject to restocking fee. *** Prices are guaranteed for 30 days from date of quote. • • T 0 C MATERIAL WORKSHEET 2 C 04 C ,Lp/f 3.1 v 6_ 3 alj,°• E � E Ea E9 E o _2 3 2 fA - °, 4 N N 'a O N a m N m W a y m _O N N Z f = V = V g = U 7 = U cu d @ -C N /yy N N & :96'0 °O° m a u 0 17 t1 s _ 1° at, C 17- `O r- ''r.1s) N -C O ply lmai'0£ ]man0£ )mono E 110040 P 1100L'J S o c `\) � N N O M N C `d' 15 co d ,+�b6�i/Od-ro / ,r, O L 0) ' CV d N co �l g )l0/�Be _ ° N a e O / y}y� oin otro N V 17 pa o m m 1 1,:i') p �1i1 p /�)> co o rco co t o W '7ow Ga) ,°gyr pN N N MW N 3 2 3 B to M A 0 N C 0 �1 6ps.j0 J m � w mi m b � N O r j Jy S of of _c% 1 os v) I— /�2! 4 r, p N 418� 0 y N ZZ 'l� 1 = =w w ym -0.,? 44, O tL.J H <lay /21 c O 43 lifp. Jly ZO X3d Z/l ZO X3d Z/I ZO X3d Z1L ZO X3d VI ZO X3d Z/4 v Z F 6°p �Jy vii Q VY) Z y )y '� W V O,�° /' X e,l X .,.) X ccyy�� �1 X M .4 X'b�'- `3 LL O y J- Y e.Y" 3 7 0 c V 0 C 47, 03, ‘911, ...• o oo � gi u CC O py > 03 CL sp oea) L m Q blop s a ,' c E y,,b� m 'FA co 'Os. 0 clo R 0 W Cl C N .c E co a > ciC/7 T@g O mW N W a — $m((�� � N _ m0 °� E2 7 m p p i.• 0.10C y 111 C m O v t w K O7.13 V _N aO GIG z 3 2 Co 0 W 4 N a Et N 0. N O 1— a E m 4- c f -W —! i Y II me02 m £ M Ga 's• T i V••1• O O .0 O C CT rr Ew C > mw c.,•;V N (14 II IL) Z t 3NOZ Z 3NOZ E 3NOZ b 3NOZ 5 3NOZ 9 3NOZ • • 30483-72044 1,-Al • Rad%alttEC' PROJECT NAME: Marek Waligora ... HEATINGA t .49 Q1, CALCULATION HEATED AREA 433 44 44 0 ., 4,,Z 0 16:,m i, most of Kit/Stor z 360 0.3 50 5500 12500 N Entry area = most of Bdrms m 348 0.3 50 5400 12000 N 1+2/bath Z W most of M.Bath 8200 Z 240 0.25 50 3000 oD N Ir— ' M.BdrmfOff n z 480 0.3 50 7500 16600 C o r N D WGrtRm/Din/Lndr 0 Z 942 0.3 50 14400 32600 N 2' bay- 79' Z co w Z 0 N NOTES: Estimated Heat Required=38,000 btu. I suggest that your electric hot water source be rated for a minimum of 12kw to meet your project estimated needs. SOME IMPORTANT NOTES ABOUT FREE DESIGN ASSISTANCE 1.A complete design for an underfloor radiant heating system would include a complete review of the plans,a study of State and Local Building codes,a detailed heat loss calculation,coordination with the builder,several site visits, coordination with the supplier of the heating unit,a written contract,and a fee of several thousand dollars. 2.This free service is not to be confused with a complete design. it is intended to be useful to the customer for makin;pretinrinarF (Memo,. This information is given in good faith,but Radiantec Company makes no warranty or assumes no liability for its accuracy. 3.It is not possible for Radiantec Company to be aware of the ramifications of all State and Local building codes. 1 Code compliance ;s the customer s rosponsibility-Radiantec Company will assist the customer in obtaining waivers or exceptions when new technology conflicts with applicable codes.Radiantec Company will not apply restocking fees if exchanges are needed to meet applicable codes. <f!... N -."\1,!.OJ RSON COUNTYII DEPARTMENT OF COMMUNITY DEVELOPMENT �q 0 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelooment '"NOS Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd aco.iefferson.wa.us Building Permits&Inspections I Development Consistency Review'Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Op300 Project Description(include separate sheets as necessary): � .�"� if. lA Sv�a It femi b Pegs l'de p t.� ted Qa-iliac arrg f}e end a► rA.P b al' 06:t /'i Tax Parcel Number, 90//-�a 0951 Property Size: 6,A/b710)$t.2 (acres/square feet) Site Address and/or Directions to Property: ACCP�S_S ,4, PPo'p e y is on 4J£ST 8 tbe' 3021 SE ao, PertTotwsene/ a 98368 's,eAo, t/rfm,lesatAiArb siez4ec Property Owner(s)of Record: '224LF.0 £ 17).4 cit 9A1 Z*Cr ,44 Telephone: 503 93.20.17ft Fax: 4/a... email: ,2Va 9L,3SLv Mailing Address: /3/06 5L AS" ST?-EPT 1140C,pc,l 7e) s4 , 93'6F3-79-00 Cemcast.r/ee- Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ®Building El Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) RI Single Family 21 Garage C-. /Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home El Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use 0 Boundary Line Adjustment ❑ Address LI Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry El Binding Site Plan** 81 Propane ❑Long Plat** ❑Sign El Planned Rural Residential Development(PRRD)/Amendments*" ❑Allowed"Yes"Use Consistency Analysis El Plat Vacation/Alteration** ®Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use El Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment El Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: toe ) pLk/o p seiof)'c s/evn/cut fesi- itrlDr� ll? 'lc rte/Se> Pestm CouNvy DESIGNATION bF AGENT I hereby designate /1/� / to act as my agent in matters relating to this application for pennit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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 entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assume, unless the applicant informs the County in writing at the time of the ap tion haat hmir she wants prior notice. / a--As-/V'/ Signature: /C GU� �re �� t 1/� �il i Date: Ot --O�S-/7 The action or actions Applicant will undertake as a sult of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans ble -spoilsibilit for_a,�tering to and .mplying with the E e ',.plirant has read this disclaimer and signs and dates it below. Signature: ems&,Zti. I /._ . - 0' _ _ l_. . . tr Date: 02-0?S--/,‘r - i, 07/24/2013 • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of file General Contractor for the proposed project Signature: MIA A, �KM �" Date: v2-7-220/y GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: ,e,,'/Acit-cr,be.cirypprilsAermori ts1 � PHONE (5-‘33)919-0-5,5 FAX:( ) ///� MAILING ADDRESS: 42095 .5c immsa�7 Wy .�/R„ 0/2_ 9.7.,,,,‘ EMAIL qlw _Project Type: Frame Type: B titrooms( Shoreline: Type of Sewage Disposal: X New i< Wood Existing: ' ❑ Sewer ❑ Addition Steel Proposed: 2.5 Bank ❑ Community System ❑ Alteration/Remodel Concrete Total: 0..5 Height: , R Individual System ❑ Repair Masonry >10; L 30 SEP Permit# ❑ Demolition Other: Bedrooms: Water Supply: Existing: SI Setback: X Private well ❑ Two Party Typeof ea t#mri Proposed:Total: 3 ,C)/ Name of System: u Public ��AA�� syc1C/h ®zhCludes '4ib4l-t„ Shot,. Sf/ 41) If this is a Commercial Proiect you must answer the following: N(,(_/ ( ' : I OV [ —1 Number of Parking Spaces: Current: Proposed: Number D ill '_ • •.I;Cb. Number of occupants(includes owners,tenants,employees,etc) Current ' NI..• ed r. IBC Occupancy: IBC Type of construction: Will you have ' . oeryY /4 NeI If this is a Propane Tank and/or A Iiance Installation permit,mark all items below that 'i n / /, c0�4 Underground Tank bove round tank Size of Propane Tank:-him q' r edc07 /- /00-1 Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS teller-7k�IjfE MAT Is this appliance being insta ed m a anufactured/Mobile Home? Yes No I DF_PT.OF COMMUNITY DEVELOPMENT 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 ,�7�OD f/ a/! H Bid App Review: `�T ) 2m Floor Heated GJO f f� Consistency Review. /�0��) • Other Heated X Base fee: (rl�o�- Mezzanine //j Additional Section: G[jjg Heated Basement V' Plan Check fee: YY 1.(4 goo.5---''. Unheated Basement V State Surcharge fee: 0 ST Other Unheated o,{ Pot Water Review fee: /v Garage/Carport 6�(/ 1�2�2 n SUBTOTAL Decks 1 .-,. 1 ZIC,,L /Rd Approach fee: � Other P BCtl1-D t�ifr (99 ` ��— — TOTAL Z{ ( , ® ' Receipt Number: 1 - (� (lVZ Cash/Check Number. C zy JU ESTIMATED COST(REQUIRED) Date: -7 Z e4//q 'Fair mark value of all labor and materials foundation to finish !/�( 1g z - Initials: 2S ) c 07/24/2013 1 r • 4 , 7 . SUPPLEMENTAL: STORMWATER SITE PLAN \ moo'_- PARCEL NO: 901172004 " _ APPROXIMATE > / HIGH WATER MARK / / "20'TRENCH 30' BUFFER FROM TOP OF BANK /Afe /i/D/S (BANK HEIGHT> 10' & < 30') f DISPERSION TOP OF BANK Nr,* / 4110#.1 f 0j, !" ! :/' mho f BALANCED / !r1! ,iip i WELL GOVERNMENT i/ '4\ii !!I�! I DECOMMISSIONED MEANDER LINE / ! 12/16/13 .;\ 30'TRENCH / / NEW GRAVEL DIS DISPERSION / . DRIVEWA,Yz / / APPROXIMATE • E---TOE OF SLOP/ / PER OWNER /` 200' SHORELINE / 1.," REGULATORY LINE / 1 / / F------.1----- i , / 30'TRENCH 1 / \ 2"TRANSPORT LINE FOR SEPTIC / • ` . / / It _iL 7 . — . . . _ . . / C---E-3——-nV E A... ma2 r, -t , - — IEE(ERSOt:COU N OFoT.OF moor('''''-°' 95 }5 i a } ED 00 NORTH SCALE IN FEET ir . • • 3119111 0 111 II 19 814 el B SUV • 4.18„34,18?42 1 w'i): II.n-_ ,... .A ILE•M41er LIRt��I�Iw oaxitIIII 4IIYOUHI lIII SURVEY REVISEDFOR: RENAE G UNSTONE- WHITE IN SECTIONS 8 AND 17, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON 1 1/ 5EF HOIE 3, SHEES5 20 ( BALANCED GOVERNMENT EXISTING WELL 'I' I WSDOT ROAD ACCESS 52 MEANDER LINE PER VOL. LQ/94)4,0 ` PERMIT NQ 473 12 OF SURVEYS,� .lI(BENEnrs PCL F.7 N89.22'IJw 1 AT MREPOST J.7I • 3711.74' 27483' 11 7783.83' 7.1250:, '1 N �. I�-KGETATMN / \ �•` 921.31' LJNE PER f/E(.0 ) _,{ 0 ' TIES 4/09. \ . $0:,......., 237,788 p.R. vaF I \`11Q918 p.1R. '3.80 awe11 o _.528 apWa u AN°�� LI Jj,^J'J�LAXE q�0 SEE NOTE 6, n .� )17.4!'I 3'80'77 jp.4. $ SHEET 3. 499.34' 3.797! 1 ._ !4 CIS 7Q19' N8O'Ot'38'E % I� C15 _- _ I III L11 U e$td y S80•Ja'JS'L- _ - MEANDER CORNER. FOUND A 11,4: 1,+ I 9d` 'E 4/573' 075 L17 41.4'CONCRETE MON. wIOI ' I1 Lt u PC/ b A - LEAO PLUG 6I7N A I-CONDUIT % 1° 10714 CAP M NOT LEGIBLE ALONG- ^ .V8TJ9'49',T all N88'J9'4911 S 1.1 g P SIDE BOLEANGVG SEVERELY. 5806- 7687.41' 461`01 68 op - HELD 7101 CALCULATED uI .. 817.33' POSITION PER AVE. IJ OF ----III -.• I' SURVEYS PC. 129-120. Liu:� �. pa£ - Ta w• N88'J9'4917 ••-•.- W5/TEO 11/22/09. OLARTER CORNER. a'ry• s.,0.1:64 7�Fr� `\ 88 acne 504.448 NotR 139'1I'2312, 10.99' NE CORNERCALCULATED Pommy,' ' 1 ?'a 4' I . STATE DNR GOVT. LOT 7 WASH PER VOL IJ OF j L9 I POSITION PER SIIRKIS P0. 119-130. �i(� I VOL. 4 OF C t17 % _ dP/�Ja. �'d I SURVEK PQ 8d. A _ .9.0• 2 b I „ 1 u• I I� M ,� - 1 13• ACCES ROAR I� V I :Zr NO47 PERMf'Cb yyyy�T SE 70.4/' �3 N0 47361 ATal� N� SEYY ON LINE w ,`_ . . / \ N71.32"'8,EMILEPOST 3.30 J ET FJY67M0 MU J .\11 ,133 ti StQV'LRE 'FEB 2 4 2014 ii 7 /I 11) no ,00 iliSo �D J / �J PtE c / / JEFFERSON COUMY / 17,326 IR•R. / SCALE IN FEET L ' 9_/ 7.28 Raw / DEPT.OF COMMUNITY DEVELOPhrNT SET 38.40 SELY ON LINE UI ` I l BALANCED GOVERNMENT �/ //� ' '0J DESCRIPTION. ll MEANDER73OF SURVEYS. PG. �j Jl'!7f ,,. 38 243.36'f y' 1�-- FOR DESCRIPTION OF PARCELS.4 THROWN F BEFORE 729-720. �T'F��IJ'u. LIRPJ 6' AND AFTER BOUNDARY LINE ADJUSTMENT AND THE STATEMENTS OF INTENT SEE AUDITORS FILE NUMBER 348809, RECORDS OF .f� JEFFERSON COUN)Y, WASHNIGTOM TOP or BWX �' 4\ Al /7/yg.4. 9�'f. Ls MARX BASEOROINARY D N WATER-�A9 .s j/ /%//� di• ".4)/// LOT AREAS' VEGETATION LINE/TOE taa .../...."/ / �/ I �^'{ 1, PARCEL A 6.17 ACRES (APN 907772004) OF BRIT. iRa---9 PP PARCEL 8-812 ACRES (APN 901 7 7 7004) ue I i //.157,72]AAR, /7 PARCEL C . 7.28 ACRES (APN 901177002) SET 31.38' j 811 oelM yY I PARCEL 0 11.33 ACRES (.WN 90177I001) ELY ON LINE Ls, . / PARCEL E 11.38 ACRES (APN 901/71071 390708300/) 738 G/7 S78.Ja it /� WEST UNE OF PARCEL F 34.39 ACRES (MN 90108300.7) TOP OF SINK ( I ®�- 1 470.x. / THE NW J/s, \ 711L- / t sEc7roN v Ham. I. SEE SHEETS 2.A AND 4 FOR EASEMENT DETAILS L,so.Isom 27q a A './ I WSDOT ROAD 8.21 oaQ ACCESS PERMIT 2. SEE SHEET 3 FOR SURVEY NOTES / NO. 47590 AT J SEE SHEET 3 700 LINE AND LURK TABLES I MILEPOST 212 388.411'YE 500.01' / .33.28'- AUDITOR'S CERTIFICATE SET 29.I6' // FILED FORD THIS DAY OF Jw\GE 0 Ely ON LINE' AT 3181.FOR: ,M, Ni BOOK OF SURVEYS, ON PAGE 33'1-1,13 Al INE O1J. i / I REQUEST SCOT B. ;,---------... _ ...• SURVEYORS CERTIFICATE aB.a THIS MR CORRECTLY REPRESENTS A SURVEY WOE BY �Q ^,- E� .1 1.v M£OR UNDER MY DIRECTION IN CONFORMANCE W/TN THE CO `^'S+.0'Dtin 5 I(7q� REQUIREMENTS OF THE SURVEY RECdPDINO ACT AT THE VTrr AUDITOR'S FEE NUMBER IEA ' REQUEST OF RENIE GUNS-TONE-10MTE/N APRIL, 2015. "� N•y3. SHEET I OF 5 . .w.o.- 560(-25-d-___CLARK. PLS e LS NUMBER 381138 X X a.a Ir Tler .................._.,,.,..:' 0.17£• (r/Pt/r5 X X LAF,D SURVEYING of x eu•w. "s4.13-3410 7' eexl FINAL ENEGYt. sac &wpm J 19847; IMO)en-nn Rut OIEcx sec DE'h7CPMENt CONSOL€I0 x Os au1_LI. oxfWN BY 019 CpIS,RUCT10N MANAGEMENT ' 1(wl In-x�u SERB 011917-5UT I1O1�e5E 4/533-fl/mO 8 k 17(2911-IW) y%+ V • 21,414 1,41 N� L:..e12.1..[.."1" 191E.1.1!AU99 • ' ii/xrll.�N yr��.MI�C...•� i� .v au vl witllyinuo�JF1LIYh1Mi0 ii i S�RvEY oR° RENAL,` G UNSTONE- WHIT/',' IN SECTIONS 8 AND 17, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON 5EE SHEET 4 OF 5 R CORNER tiCALCULATED POSITION PER BJ9Y 8 VOL. 13 OF SURVEYS, PG. 129. NEMIDER CORNER. FOUND A .F 9T `S BB0.6 4-X4'CONCRETE YOM WITH LEAD ' 4;• •—••—•• 9—.. PLUG IWMAI' 1• —..—•• 9P' .. • CALONT WIRI • {'\ N80'39'49)8 CAP NOT LEGIBLE ALONG SIDE. ��LEANING �•Y HELD PARCEL E 67.52' THE CALCULATED POSITION PER I •'l'1 301 I/d .A< 1 60 VOL I3 OF SURVEYS. PG.B 129. •oy,1. 11.58 ACRES 70 WSITED // w•,. I 0 R II I �'P'Fk : i0 toL 1 I SJ 9E001 20'IMOE 1 R1 EASEMENT FOR SBSJ.12 3 'y UTILITIES 98.32' 4 I y - - _ � - • - - - �1� 13.y r�3 �i �fp�" _ s �'r �' I n ay •. < I .K� I2a.s3• iii g • e:A PARCEL O Ta. . I }3j y` 1 .l 9.JJAACRES .r.r3. V I BEGIN 20'WIDE '�fie 1 EASEMENT FOR I CS90.7::, ! URUTIES ,.4 '�, ♦ II 100 50100 ✓.I . SCALE M FEET pfT Q I %; ,(107 / °�d!L$ . '. I I corm __ :} S:.'.:JJ'E 'J\ \\\1\1I io,5b E I (BORNrs Pn Jl. _ {!�{. I/gB JJ {'• \ \ '^ ^ - N / ammo wE!! / . \ I \ - 1-I 0,.:!•17, / / N0. '%� \ 9N� I I 1 \ V 11 h rta cap) __ V''..- 1 \ I •er 1 1/ I 1•11F. 9J'\ C\111 '\,. ,_._ �l'„, r ,� ) I l'J 1 j y�\ \ A N /o. . --? SFL�ETdc lKrkmi \ / ` ji.1,1! _mow, I: - M:vx ho \ \t AA; I1 (. . --rte �y. , ti PARCEL C tiff W GOSlM. l"' I t1\1T}, t gyp. �: + 317.J2a s4H. ,p (avows Pa JY r9'- ;Y " . o_o ..4-:...9° I 726 ACRES P!� -b. '-__; .x.t.` •,:;:" /// I FEB 2 4 2014 M. �I 4 ,.I.�1 v��^M1 /4, // JEFFERSON COUNTY // I M1 ///���' ' f�3v^ ./ mss. N52'293018 / DEPT.OF COMMUNITY DEVELOPMENT 10.00'h.. Sl7'Jl.1j /1/.\ 552'29301' 'p9121-{ � ` L91 08 - J23JJ G`I. .•T�� 58SN'7'E .7J�_ W}•(� b / 1288, . 24138' a I ��. S5729'J01' _// ' a}'100 $ 1 \ / I LEGFNO ue, ,9ti / I 21.71' °b• /- _ SEE SHEET 2 OF 5 X0.0' 16.20' • 0E7IOTE5 SET 5/8-REBAR WITH PIASRC SURVEY CAP STAMPED: CL14K 38956'. (12/22/09) 20 Ti,I 1 1 i • DENOTES FOUND 5/8'REBAR WIN PLASTIC SURVEY CAP STAMPED. ,o I 1� 0-BROWN 78074. (3/24/09) 1163'44'00TBJ'.IP'001' IVO-BROWN 1 115.0 ' S O,17 JOHNSTONFOUND 3/8' 37'. WRH/09)PLASTIC'SURVEY CAP STAMPED: II f0 7!TI JOHPLS 37531' (3/24/09) X11 I I w ® DENOTES£XISIING WELL (PER FIELD TIES 9/05/09)WITH 7YP7C4L Ayg. 100'WELL PROTECTION RADIUS. •! LT, ' h L.. J DENOTES JD'WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES. '.'�.i' \ Cy#2 DENOTES 20'WIDE EASEMENT FOR UTILITIES AND THE AINNTENANCE N,�.yyS. SHEET 3 OF 5 I,4.4:171:9, nM w HEREOF,•EXCEPT AS OTHERWISE SHOWN SEE PARCEL & V ixW J I. • •I DENOTES 75'WIDE EASEMENT FOR INGRESS EGRESS AND UTILITIES X X ■ K- •.w e..x�» • TO BENEFIT PARCEL (1 AND ALSO BEING A 75'W70£EASEMENT FOR X X LAND SURIE}1N0 •..x su... ,,, • • UTILITIES TO BENEFIT PARCEL C. SET CC&RS RECORDED )(Ci 3. • s.yu... >uez MAL CNECN. SK SIMULTANEOUSLY HEREWITIL V MAPPING1101:12-."m .! '$ wi_i�.� Pur QIEclN' sec DE\£LOPMENT CONSULTING - zu eu--SIP PNAYM en C I 'SEE SHEET 5 FOR LINE AND CURVE TABLES. CON5IRUCTIg1 MANAGEMENT (mel.er-neN SERE 01191)-dIMP101_,ASC NA91J-1910,2 8&17(2974-IW) _ -�` lir . .. • eww b" nN a[Irak I to ra�>f.V1.1.1 169 N lhb+61 Pit ult IIOut II n BOUNDARY LINE M(A09-00J00/SUB09-00018 SURVEIADJUSTMENTFOR.• RENAE G UNSTONE- WHITE 1N SECTIONS 8 AND 17, TOWNSHIP 29 NORTH, RANGE 1 WEST, W,M. JEFFERSON COUNTY, WASHINGTON LEGEND• sE i•�• .'i I I I I • DENOTES SET 5/8'BEsw WIR1 awsnc SURVEY paw.ol ,.; �,ty� I I cw STAMPED: 'CIARK 389581 (72/22/09) 818AWNS PM fr.TA Mum, • //ZOO'SHORTUNE �•• I`Jb' �FEp/U I I. I • DENOTES FOUND 5/8'REBN9 MM PLASTIC&MKT GW STAMPED 7111-9ROBN 18014. COMM NW 1a pa f�7i� - :,�. yyL'I��/ Jo'sNavELIVE 110, STREAM •"IM� I J_- ��- C\ _I 1 ' R NB9'12'IJA 1 A DENOTES FOUND I-CONDUIT WITH PIAS1IC SURVEY 151''"1`11-.. \ 37174' Y ,74, UP STAMPED: "CLARK 11!13' �1Yi°T'r' \ ;. l&iFF I T S.L30' 0 DOJO(ES FOUND 5/8'RERAN MTMPLASTIC '� . ' -' 375.717 SURVEY T9OVOnr L \ \a•� .1 IN L PCL F j GP STAMPED: ?In JOHNSTON PCS J73J!' E9affw��t1 .i 128,9W R/L\ 7-1 DENOTES 30"MOE EASEMENT FOR INGRESS; 'a 7s47t\ ✓ i9---/ I ! 126 mw �'`� ,.. EGRESS AND UTILITIES. (Damn RE ,..0. `--- s ' I I. t,43' 40.77,20 ..\ �0•JI• •L- IMMO DENOTES 20'MOE EASEMENT FOR URUIIES AND d ¢ lir 'b' .I.' ?_ \ 4.... i `JJy,74. 2' o „ my ME MVNIENANC£MEREO: •;• k J/' NEW )'\L11 17 LOT UNE -'� \ 1150' `- JO'SHORETJNE s mo o' �•�`/ STREW ` \ GLwPED Ola UNE TABLE BUPFEF 41,.:�.,�4, ly. �,, 6UFEFA LI \""' 2009 UNE TEARING LENGTH LI ,I{N :\ PCL E ^14 � !^ Vs4' tft kt,4,LOT ,5040p.m •,IPF$1 I •'i'A• }.,�. 111.38 a ( IIL6 •�g4.$$./i'L' ' /BUFFER ATI L74,! q I'003 `' ✓ MzrMAMGW L9 I se4 IA l4 E 1000G.�'i OF EX. 2014 VL9 566]949'4 98.31' ''�''�'''i0� {; IN THIS ZONE 7I ff L10 ME7lmos0.472. iQ[Jg, - i---. LII , 4. 1.11 87'LOCGY SOR AND ., w1 t� aQ� s MFRAND CONSW.nNC. :! OCD t.-1;:%•• LIJ � .• $ � 'ILar UNE 0.44:£L� Mo-f u4 . .- . ' •,.',•. •°,,,,i,, Lor LINE ua ii NEW ^,T UNE N' I L17 565'31 35'W 77.30' 11➢ big�y �I� y1t.3J' I L2f 1 G1 [705711x3 MEMS 1 � '1•' 1.11 Zy• - ' v2 L7ETAl CI.// l IX •,4, . I'8. WETLAND 1 5!2'20184 31.6/ 100'SHORELINE BU7FER ill S �,.. REGULATORY UNE /I r���• :,1 I, . 1/C v IL.Li1 zoo lo D u ZaD N' i�. Pa D F_ IL�-�1 :, ]17,826 R�I L-- IMAM' SIJSB 064 62.26 SCALE IN FEEL flAMI HEIGHT N4-10'ORTHERLY FROM 7.48 9err 7795 POINT NORONExLr NEW 'I 1MNI! V^ /" Jo'BUFFER FnoM A;040,, Lor UNE Lor IIQEiI V. . . ' IOP OF BMW I'' , 36611.77'{ / woe Hflow>Lo'd <JZ/ �:. i" .LT' �� SEB 2 4 2014 i��i a Ar 89.LT' Ilse/ F v rOPOF RW /,�.f \ 1 1, ;.i/ • / ./ / IAM w8. QQQP"`" p JEFFERSON COUNT( u®� '� ' .✓/j � b /4.,f3 gni 7LREsJ�pE,T.OF COMMUNITY DEVELOPM u2' Jo'BUFFER , / 353.721 RTE(. ut 4 . IOP OF _ /.",---8.11 aa.r,q Vh I / • ^ LOT UNE L4.7 s, >(6146Td IGH! Or//� ',• S>ej,. `J/" CURVE TABLE LIS •;,,. ., � .v• sl b;� �' HEST UNf OF CURVE RADIUS LENGTH DELTA UB TOP OF 68.19( ®• s70�, t / THE NW 1/4. Cl 1939.98' 195.50' 548'/2' L47 , / LO(LINE OA / SECRCW 17 02 1382,31' 50273' 20'3O'19' C16 .•7 L' N, /%7 / PCL A �`, / I CJ 1351.31' 103.95' 4'15'31' LID , �t9 WSoor Rao 04 135131• 160.60' 6'39'54 L50 /08;/"..\6.' / 2� r : ACCESS PERMIT C$ 1362.31' 209 9!' 6'1942' C51 .,•, , NO. 17590.47 CB 1362.31' 61.19' 2'11'59' L52 T., / 200'SHORELINE I MILEPOST 3,22 07 1361.31' 143.72' 6'O7'43' £53 REGUTAIORY LINE / • ClSJI'171111' S1.IJ 135131' ISB.62' 6'39'16' L53 55%19'037 800.01' / STB. CO 135231' 186.62' 5'00^00' L55 S4J'17'45'# 48.91' CIO 1281A1' 25.65'. !'05'18' £58 5I717'15'W 89.77' CU 766.15' 85,29' 6'1770' L57 528'17'0111 16.67' / �/ C12 66815' .11.97^ 3'00'15• 1.58 95!'11'0014 20.29' CIJ 1512.30' 313.13' 11'51'49' L59 SJl'06•541/ 77.68' 011 895.00' 14.13' 249'30' L80 531'59'2614 8830' \� Y V1 ;• 016 91300' 17/.41' ION'00' Lel 536'16'08'W 10805' elk965.00' IJ309' 13'31!'10' L82 51302'13'11 98,35' F k y \ C17 148230• 5,77' 01342' L83 58632'14! 250.00' �� �:"i ' N. 5 SHEET J OF 4 L', '•w".d°, MIL AIM ^MI ` Lul9 ERVIN • . 2'a e..fIN NEVIN n "Mr-•-I••, NITq • sw " : .n a a N Sec Encl. MAPPING CNfCwl-77.1 LA Fug cNEa: x. CONBTR ■ l D OLM NT , SU IN • _ , PRAM 92': S.S.s AEI 3NAOEMENT '.• • n ••••'eu;ml9 STN, Cl]917-WM10901 9.ISE NACU-0/2209 ]NI 6!17(71N-111) FS°' �o JEFFERSON COUNTY �F, Gx DEPARTMENT OF COMMUNITY DEVELOPMENT Date: '7/q' Time Received: 30,5 am/Kg) Mon. Tue. ed. Thu Fri. //( Date: 70 BLD: .) IA " 82 / tt-i --c % Contact Name: Owner: Contact Number: 360 (02 i qq 72 Address: 327-i $ R. -2,0 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 8wpag ala"8 )13018 palsod ssaappy nem uoilepuno3 pool j weglaS uoihadsul lewd uogelnsul sawoH-uew anols pooh/seg Joei4aapun aJuellddy uoilelllua/ aloes lsod I sena sauq Jolaalul mays Jopalul H1H aaleM loH sdei1S UO sail Joualx3 Jeays Joualx3 aiuoipAH K- Ilemwals seg punoJ3 anogy IeaS-led ul 4 2nolj 8uilooj aaueanj punoa8Japun SwweJ3 punoJg-aapufl sreglas lealuetpavkl luej auedoJd 2ulweij 2ulgwnld uoRepunoj :saloN i,470 -z £o5 90? oz $ 1 ZZ£ :ssaappy 09£ :JagwnN peluop :Jaunnp :aweN laeluo0 Z9 OOCI ` 171 :a18 4//Z, :ale0 •!-1 41110 'paM and uoW )we h0: 7, :paniaaab awil 63//4 :alea //� WNIN1N3dO13A3a AlINfIO3 3O 1N3IN.I ivd3a r 4411114 �7 , N11o3 NOS213993f Y 11 -20. 5' UN w4ye5 roe, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT yKo S ' iNG )ate: l 9' Time Received: 5'c{ ( an pm Mon. Tue. Wed. Thur. Cif Date: 9-( 3LD: !_Lf - gZ Contact Name: Dwner: Contact Number: 360 5-0 3 4 3 ZO Z7 Address: 3 Z,Z l S IZ ZO 206 1 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted /, '----:.:%‘ JEFFERSON COUNTY )`' DEPARTMENT OF COMMUNITY DEVELOPMENT /s,rnez )ate: y 9 Time Received: 1146 (9/pm Mon. Tue. CP Thur. Fri. Date: Q/9 ILD: 14- 000&Z Contact Name: Contact Number: 360 owner: 206 ddress: 3 '27f �� ZO 503 932. 6271 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydropic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor x Foundation Wall Address Posted - Block&Tile Ceiling �yON e0 „w °? JEFFERSON COUNTY v. DEPARTMENT OF COMMUNITY DEVELOPMENT 9+H0 c0 Date: 5/if Time Received: /LI: 2$ am/pm Mon. Tue. Wed Thur. Fri. / Date: 5,20% BLD: i 4 - [>UOF Z_ Contact Name: Owner: Contact Number: 360 Address: 3 27 i S P I-0 206 5-133 9'3z G z. 74 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection i Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling �w�s�°m JEFFERSON COUNTY '4' DEPARTMENT OF COMMUNITY DEVELOPMENT 'SW/N G.to Date: 5 a Time Received: j/ am pm Mon. Tue. ed Thur. Fri. Date: 5! BLD: 1 - — ? Z ci3 Contact Name: Owner: Contact Number: 360 _s'.--/) 3 132 02?y Address: 322( SIC 2_,C) 206 Notes: Ci Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling tu\ 'N JEFFERSON COUNTY VNGVu? DEPARTMENT OF COMMUNITY DEVELOPMENT .SyI Date: Time Received: am/pm Mon. Tue. Wed. Thur. OP Date: fliA ' / BLD: MI''PZ- —+ ? Contact Name: Owner: Contact Number: 360 _r1) 3 9jZ 07_7`4 Address: '3) 3#2,. -2.0 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ,4�,tSGh eO 4, r-1_, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ,`SJtNG,G} /4 . `)L\ Y- � Date: ZTime Received: /L.3 z. am Mon Tue. Wed. L Thur. Fri. Date: p m BLD: 14 - Q2 Contact Name: Owner: Contact Number: 360 ---,---t1 3cf32,,(,/ y Address: 3221 S i2 20 9y 206 Notes: (�. OOVST INfe/ G1�t,w, Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling u��j ?; JEFFERSON COUNTY !� DEPARTMENT OF COMMUNITY DEVELOPMENT 4. N ?y.Kl V c1t� to Date: Time Received: L yZZ.- 49pm � �. Tue. Wed. Thur. Fri. Date: 1-(—C-, BLD: I LI — g '4? Contact Name: Owner: Contact Number: 360 S--G.:..? 13 Z„pZ 7'( Address: -3-1-2_I fZ -2—b 206 Notes: 46il— 1-138- .3 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In X Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling go � Y / °a JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ' /14 sg(hG1 /j Date: 9//1 Time Received: //,-/.4 , m pm Mon. Tue. Wed. Thur. Date: 9 j/L BLD: 14 - OC i7.i Contact Name: AitEQr Ie L Owner: Contact Number: 360 Address: 322,1 5IZZO 206 Notes: 5'63 ?3Z GZ71- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection • Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 44% JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 41SHrNG-cd� Date: 'Z/7g Time Received: 1t '7 6/Pm Mon. a )Ned. Thur. Fri. Date: 7� Z4' BLD: 1L( - gZ \r - g3 Contact Name: Owner: Contact Number: 360 cr03g3ZOZ Address: 2j 2.2 1 5112 2-0 206 Notes: �(� j)/U/3 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 11 u) m m 1- N J �, is • \ \ 2 � Z Ods Q . fit m corn p � p r, p r Si) o OL n � r2 2 Z2 02 nl � 0 1-CCI �1 ��� Z 1. ; o 0 1;--1 --1 m0 T ! N ZCO � V) 1. 1 � U Z • P .-_, T -57,/- ° • DoT 0T oo �\ ° moo Z � N rn Cr) ^i v, \ 0 p � O (44 C � � O -irn Ccs \ / 1 � -. � o p � 2 C � Z yM / \ 0 0 rn0 p -10 '� -,-,C) -1-1 � � Q� �G \ ZD Do C � a '� O % oo �I � � ZC v — r, Z C � � 1.1. � CO � A)11 Q r0 -- �v C,N � � � oozoZ20 rriPc) -\ .9y >crc312() "1^ �0 � 0 r0 ..?S. ?C Xy/ �. . Zpm / Z ZnOO Co� a� � m (4 � / \ Av -i b 0Z� n• \ \ � On ZO2� a _a � O O \ \�• oAZ � � \ cZp � 2 1.11 RlO o0 \ \ � \ bo w _ cn ` % 1 0 P3 • O Z Rl 00 O - I 1) -0 y a Q o E» �� Z nj ` O 0 0 OO x'C? ` \ p1 4' ' . Z .11 Np O O O O N O r m Z k N p rn \nl �1 Rl Rl \ rl h Dcn •Z Z Z Z Z k • 0 0 0 0 \ o G� \ � � �rTil 111 Iv 9) N - , ` ; . ril C � - n p p ZN \. arts � o � H \ o cZn , con 0 o t ri Z 2 \. c" � -< ; n Z O 0 r0 CO N CO o 'Z -I x "' � moo p�l ° p 1) -fa �qp ; \ \' Z2 0 O0 s m I O 0 � r I- n) r 1 �\ x k' -0 � �iy � O Z �I Nn p p �' � � ZZ t� C Z O L.� / rz��� CO -40 --o pNr yZ 0 Ill I N � a Ui Ocs, l OG'rri ` r\ \ RZ1 � 0 Wr . � 1-1-1 N v . .. , ..,,,::H„,, „,...0 (......,•,•:::• � .V NN • •vr N \:::\ � -Nr ; N�� , �"Q ,� N X Z �. FI o 0 c z X `� � Za � P\ N �''�i ti oV � o \ .S',Q /6 �0� v, • \ o V) Cr' �0 --%-' °--F g ni � w2 � � N ,V,..,,..› i$c % Z rva � p �v --- --1 N omoo. cp g n .r.._.G J.. \ N O C7 0 j a \ rrl 0 C'� 1r i1G n, ',�_ z N _ z IV co rI��i J� O p �I Z `z N rn � O� m 3 = 0iril o L� j F3, r.--,-,-, ? . I G N q � wrw N D ro Y W O q � a ` 0 V N • BLD14-00082 BUILDING PERMIT APPLICATI'JN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00082 Received Date: 3/7/2014 SITE ADDRESS: 3221 SR 20 PORT TOWNSEND, 98368 OWNER: MAREK WALIGORA PHONE: 503-932-0274 MAUREEN WALIGORA 13806 SE 36TH ST VANCOUVER WA 98683-7700 SUBDIVISION: Block: Lot: TX 20 PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: rg REPRESENTATIVE PHONE: PROJECT DESCRIPTION NSFR W/ATTACHED GARAGE, NO HEAT, NO PLUMB TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,400 VALUATION 283,928.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 676 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,287.00 MEB 02/24/14 148402 Plan Check $1,486.55 MEB 02/24/14 148402 State Building Code $4.50 MEB 02/24/14 148402 Potable Water Application $67.00 MEB 02/24/14 148402 Total: $3,845.05 \1Fr4errar41r1,tMlinrmc\C DI n enn ou en. zn»n1n Op Front Parcel Review • Parcel 901172004 Printed: March 10, 2014 MAREK WALIGORA Site Address: MAUREEN WALIGORA 3221 SR 20 13806 SE 36TH ST VANCOUVER, WA 986837701 PORT TOWNSEND WA, 98368 Parcel Number: 901172004 S-T-R: 17-29N-01W Total Acreage 6 Legal Description S17 T29N R1W TAX 20 BLA#113811 V35/P124 Land Use: 9100 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM)Panel No: School District 50 Zoning: l .� COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [yf Plot plan states "property line" Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on theAssessor's 114 map) [,-1:---Legal Access to Property tip' NO cn' Su.r-v [ 1 Parcel Tags or Scanned Documents (No) tVA.Pr(� [A ESA's: Special Reports Nearby co NO Designated Ag YES 41, [� Shoreline Designation: <rP NO Vriori.\ ( [ ] Shoreline Slope Stability:!!e ` NO �ae c aY� b4 , rSQ0.,c-tom Shocelsm Stream Type:YE NO FWHCA: ,4� NO 1�JO ' 1rerr%5kwe.©Etwm Wetlands: CriP NO 5 hotel L — Rare Plants:YES Seismic: YES ilk/ (.��(n I [Yl pcki&ale it Landslide�' �NO/ I� ' Flood: YES Qi) Erosion: YES in Aquifer Recharge Area:Y, S SIPZ: n. .e At Risk High Risk Coastal CMZ: one High Risk Moderate RiskDisconnected CMZ Stormwater site .lan submitted: YesNo [/� Forest Lands: ' NO tpsCS Q C9cec ' ca,,, 'F .zw6 • Adjoining Forest Lands: Commercial/ x Rural/ Inholding [/] Mineral Lands: YES 1,30 [/1 Agricultural Lands: Y [� Archaeology: YES e [ A, No Shooting Zone: YES I [�Stormwater: New Impervious Surface , and/44Aist rSG�t p � `F'�(p Land Disturbing Activity Q,pOv ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [/f Notice Provisions/Disclosure:Airport vEs o MRL YES o Forest Lands YES (ro [71 Landscaping Required: Yes No LParking Spaces Required NO 4110 Other Building Height: 414.0 UBC Standard No Cti rio oJoa cwt . ShoreA inQ.—:4)kps1tw\ -Q42v\ \5- 1)C-J; 12— , SSP 1+1 S o..r p,f im-Ps o ff -3DE KIImpervious Surface covera ercentage: 190 Resource Lands&Public: IOW Rural Residential: 25% Rural Indusill. Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [� Total Building(s) Size: Vjt arct. - (e"1& ! SrR- RVC:20,000 SF CC: 5,000 SF NC: 7,500 GC: 10.000 SF All others:subject to septic&water constraints/None specified [,4 Setbacks: F t: J eft Side: Right Side: 5 is 30` To p crO- Shoreline Mc ' \/q- rlS,,,n .SP A Fk ) ` a-t LSHA Setback: [/1 Road Classification: 51S a.Z> rt c\c-,poJ O.. A-•e.r; Road Approach: (-6-os-H- � NOT REQ'D RAP [� SEPA Required: YES ( (EMIT ..,/, --Flood Certificate: NI A ] Existing Case(s) &Condition(s): 54a— ?e,_sziLicy--,..) Violations: Yes tkiQ jj]' Recorded Date of Subdivision: AFN Over 5yrs=UDC -Plat Conditions: No 'P1 a <5yrs=Plat Conditions on plat or Old Ordinance is/Require Declaration of Restrictive Covenant YESZ submitted: YES N9 VGA No Protest Agreement YE NO submitted: YES NO -[ir" Site Visit conducted YES 'CM 111 Require Final Zoning Approval YES Q) [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 901172004 1.) Well on site dry well on site, see usr09-59. See usr13-36 for 11/06/2013 application to decommission. Parcel tags found for parcel 901172004 2.) WSRC Coaching - 2013-09-10, CZ 09/20/2013 Other Cases Associated with APN 901172004 Cases Name Review Type Status Planner ADR12-00055 YAM SUNSHINE WA LTD LBLTY F Application Received: 7/31/2012 Permit Issued/Case closed: Case Finaled: 911 BLD14-00082 WALIGORA P Application Received: 3/7/2014 Permit Issued/Case closed: Case Finaled: NSFR WI ATTACHELTGARAGE, NO HEAT, NO PLUMB • PRJ14-00023 WALIGORA P Application Received: 3/10/2014 Permit Issued/Case closed: Case Finaled: NSFR W/ATTACHED GARAGE,NO HEAT, NO PLUMB BLD14-00083 WALIGORA P Application Received: 3/7/2014 Permit Issued/Case closed: Case Finaled: DETACHED SHOP, UNHEATED WITH 1/2 BATH reviewed concurrently with BLD14-82 CAM14-00142 WALIGORA NA M Application Received: 2/12/2014 Permit Issued/Case closed: 3/10/2014 Case Finaled: Stormwater infiltration trench not allowed in SMP buffer M LA09-00328 ZON09-00111 MLA09-00328 YAM SUNSHINE WA LTD LBLTY I A Application Received: 10/1/2009 Permit Issued/Case closed: 12/31/2009 Case Finaled: SPAAD - Site Plan Approval Advanced Determination for residential development (Parcel A of Survey) 11tidemarkldatalforms\R_Parcel_CRMLA.rpt 3/10/2014 Page 2 of 3 SEP14-00004 WALIGORA I P Application Received: 1/6/2014 Per it Issued/Case closed: 2/7/2014 C Finaled: USR09-00041 WHITE AND RENAE WHITE A Application Received: 7/28/2009 Permit Issued/Case closed: Case Finaled: BAJ408 was drilled on 901-171-002 to serve 901-172-004 Parcel A see also usr90-40 USR09-00059 WHITE A Application Received: 9/23/2009 Permit Issued/Case closed: Case Finaled: see misc. tap. BAJ412 drilled on 901-172-004 and was a DRY HOLE. This is the fifth well on the property, planned for bla, see also usr09-40-41-43 and 44. USR13-00036 WALIGORA DC Application Received: 11/6/2013 Permit Issued/Case closed: 12/16/2013 Case Finaled: M DECOMMISSION US170757,17517Y HOLE. See misc comment tab. 11tidemark\data\forms\R_Parcel_CRMLA.rpt 3/10/2014 Page 3 of 3 Map Output • . Page 1 of 2 ArcIMS HTML Viewer Map 1 INV"•o:'-+3+,12 •'.1.1[02 tr m ,Z. C h � y_"'V.;;_ Y.c.2 '...I :ray ttl _e'C SKFI Curry Cc-t-3 eoes GIS http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/10/2014 Map Output • • Page 2 of 2 Legend Selected Features JC_Roads Parcels-H County Zoning MPR-SF Trads Rural Residential 1:5 Rural Random ai 1:10 Rural Resnent me 1:20 MPR-Snook Fandry I. MPR•M undamdry M PR Resort Compete Parks ana Recreation ■ MPR LOoon Space ■ Rural Forest ■ Commercial Farah InaoNtin9 Forest ▪ les y tndunral Arcport F.pF ■ M PR•Vdnape Cooter MI AP1:20 ■ Rural Village Center . Resource Based Intl. Lyht Mtl unrai M PR,Reveal oon Waste Ngm1 CPF u'M LYC ■ CrpsoadsGC ■ Crossroads-CC Crosao d NC ■ AL 1:20 I.. UGAdlrean Cornmeala UGA•Urean Liget Ineustral UGA-M DR UGA+IDR UGA-Puolc UGC LDR optUGA Nestler Oran led CommacW MPR-BRR Br moon C F-110.MRLOCorrenercue Forest N metal Resource Osartar FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Mar 10 15:42:24 2014 http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/10/2014 • t x * a� . 3 . ka: ! : , CL \/ f! 2 ! ! ! ! ! . ! a � ! : ° ltfz 1— OCL / \ -_ : � x x ~ \ w \/ ®� ( ~ %4® ~ ~ ~ (M PA 3N) Ex , # cr /\,q ® © © f \ 41 ••= i. ~ \; x r-%?-' 1 /~ a « ® w /- / ) ( % y x \ ~ % ® ~ x « 0 /\ _< %N Roo $ x i«: . x § x7 x^ 11 ; ; N f W 4 0 tn Q w� m 3N) 1 - i,. \ ;�{ [\,; � , §, }ji !4, gn.,1,6 g, . . l-z-- (IVS}(!) q - \/ } —! / /) Q _ ,, ., :,: !; : 3)(/\ ! ! .A§§ |�` • . ! } �® ;§, ;,)( A'! : \R !\ ( /§b :/ /. : W k. ,—! o;d Ql l } Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1T 901171002 80111/002 • a r Legend Selected Features JC Roads Parcels-H Shoreline Slope Stability S,aaw mtamea�a „1200, 9(2“+300.e ry 5 unstab w [�Q ■ U n51a0l0 Rocenl unostoda 41/ so'.•.T3006 ED Uabb Ob Landslda 113006 i'fl,.+ ..._ MoaRaa ;•. 901173001 Maps xcr dw:;.cl'asvi Cony Casal Servs CSS 0 3980 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Mar 10 15:47:45 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/10/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1111 90117'c" 71t 901171001 (ti d�{-{7,4I 9 i 1i i ; 901173002L'r, 90t17100i / �-�__d 901171002 / i i ._ I - ,..1 901171009 f'' ' 901171009 j/,. Legend Selected eatures fr,t/ JC_Roads L,.., Parcels-H 901172009 .. ,, ■ Seismic Hazard 001172001 X9011 11+ . 901173006 !ti'- . / /173006 / / • 7 f • - ;/ 9011 II+q .901173002 901173001 vID:-o,u:xV v:.c'e-stri Cwt,.Germ Svarn GIS vIMMIIIMMIM1118139611 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Mar 10 15:50:46 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&C1 ientV ers ion=4.... 3/10/2014 Untitled Page 1 of 1 Zoom Road: Scale 3787 --- Map Set--- Refresh Ma Parcel: - 1: Go Go Go http://gisserver/website/ms/bottom.htm 3/10/2014 • • Mary Blain From: David W. Johnson Sent: Friday, February 07, 2014 10:59 AM To: marekwaligora9636@comcast.com Cc: Mary Blain; David W. Johnson Subject: Shoreline Exemption fees Marek, You do not need to pay for the Shoreline Exemption fee for your building permit when you apply. I will make the shoreline exemption good for both septic and home. Keep this email for that purpose. Mary, Shoreline Fee paid under SEP14-00004. David Wayne Johnson - LEED Green Associate Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 LEED GREEN ASSOCIATE Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. `' SAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-patty requestor. 1 .���SON �'� JE RSON COUNTY �� \ 1 DEPARTMENT OF COMMUNITY DEVELOPMENT z 621 Sheridan Street i Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment ssht °1 Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(aco.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning 1 Watershed Stewardship Resource Center Master Permit Application MLA: 01300 Project Description(include separate sheets as necessary): t S(M�l,e t ni J 2e l c(Mc 0/aE6tackeee ,a/'a�e erad dt lisp but' 6Qri1r 8--60// '- Tax Parcel Number. 90//.72 pL Property Size: 6. //2 -O,3fL, (acres/square feet) Site Address and/or Directions to Property: AcCF.SS -itr, PP‘eP�/Wry /S an !,J£.ST-S',b 3cal Sk_ ao, Por�Tofotaevl�, u7A 9836g/ ss,eolo, t/effrlile.Sras-AiAnh ss„L 4 Property Owner(s)of Record: /12/34-F4- R MAGt,P4 " 1.0l11...2'&a 44 Telephone: 503 932-Oa751 Fax: 4/a, email/17/74f4&aIi rr.�96,3r4e Mailing Address: /3806 5';Ow 57E thlocati/6-e,, &A- , 9(6P3-9-9-00 V coo/case.n+e ApplicanUAgent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies 0 Lot or Road Segregation XBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ___ Cl (Minor, Major or Reasonable Economic Use) R1 Single Family 6d Garage CM/Detached ❑Conditional Use[C(a),C(d),or C]** �� ❑ Manufactured Home CI Modular Discretionary"D"or Un -a !_-.; I I ❑ Commercial* ❑Special Use(Essential '(I '-ii. O Change of Use ❑Boundary Line Adjustm:�rit\ , CI Address Road Approach Short Plat** ❑ Home Business El Cottage Industry 0 Binding Site Plan** �, FEB 2 4 2014 XI Propane ❑Long Plat** I 0 Sign 0 Planned Rural Residenti I!,ie��opment(PRRD)/Amendme .ii- 0 � ❑Allowed"Yes' Use Consistency Analysis 0 Plat Vacation/Alteration LJ1 UNi ®Stormwater Management ❑Shoreline Master Progra Exemption/P@hfn f"- '€ppl1EM ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management S bstagtOTE Veldo'r> •f ❑Temporary Use 0 Shoreline Management VarianC ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: /Jew p (imbue_ 0 /Se SrsriCouivy D SIGNATION OF AGENT I hereby designate ii/iCV to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: ', By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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 entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assume. unless the applicant informs the County in writing at the time of the ap• cation hat he .r she wants prior notice. / Signature: 4 //� n aS-/'/ .' i f: �,��. Iiia.:/i Date: dk ' 7 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential'take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran/s{//able r spo ssibility,)fo_r a/jf-g/erriin�g�to and omplying with the E e Applicant has read this disclaimer and signs and dates it below. Signature://l /� lNr r 4 / ./.t.l2 I ,(.r ?ifcDate: c2 oA S/y v 07/24/2013 • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assumingssJthe responsibilityiofpie General Contractor for the proposed project. Signature: ///rVit t w d2 Date: a -7-.2.0/T! GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: tjl j4,r/$herna gearAllfy,) .,,,, PHONE (5-03)9)85/-67.5.5 FAX:( ) /1/4,..._MAILING ADDRESS: /a001/5 5„c 540 ci, pArv.y i4/// OIQ. cnvez EMAIL /7!� Project Type: Frame Type: I` i B rooms Shoreline: Type of Sewage Disposal: X New X Wood Existing: fi Sewer Addition H Steel Proposed: .2.5 Bank . Community System Alteration/Remodel Concrete Total: .,5 Height: , X Individual System �1D,L SEP Permit# Repair i� Masonry , Demolition H Other: Bedrooms: Water Supply: Existing: :0" Setback: X Private well n Two Party Type of Heat: Proposed:Total: 3 'jp L Public , prpy,,rr ,-rpn,[11E6j/r� Name of System: sysrre'rh e)i clusfea r/Li 04 shoe. 5'94.1 If this is a Commercial Project you must answer the following: (0-, Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Pro ane Tank and/or A liance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: i... ' .r . /000i. Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telle• i knaT retaWtoH i Is this appliance being insta anufactured I Mobile Home? YesNo 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 X00 t! �/rH Bld App Review: o-No2r Floor Heated G� b/6: Consistency Review: q-'21 !) Other Heated S, Base fee: 2 2 - Mezzanine /Jj Additional Section: g Heated Basement 01 Plan Check fee: ' LI S6.<�' Unheated Basement State Surcharge fee: ` l ) Other Unheated a' Pot Water Review fee: lc---4 Garage/Carport l9! i o z�2 '2 SUBTOTAL ?j1 Z`s,Z Decks 91 /Rd Approach fee: ,--�/ � Othersilop 13C4-1)/46- 6.7-6 TOTAL: ( / o I Receipt Number: C(KNv2 Cash/Check Number: C t JU ESTIMATED COST(REQUIRED) Date: J .Fair mark t value of all labor and materials foundation to finish L' vi/l 7� -617r- Initials: Z5O—/--- 07/24/2013 r ' a • 516/30 Y,L h Alta.!5 WRY • an.IT.15442:n n4 1.1“.M 0.pet LAtemµ/IR 0. r RY lilt1EplICvEillk:41YLtI M11 011111 REV15E0 suF,EY FOR: RENAE G UNST ONE;- WHI TL,) IN SECTIONS 8 AND 17, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON SEE SHEET 4 OF 5 I • QUARTER CORNER GL. IIi POSITION PER 5 y: VOL. IJ OF SURVEYS PG 129. MEANDER CORNEA. FOUND A —L_____- ,____________SS .19'4,9"E .. • 8006 4'X4"CONCRETE YON MTH LEAD I• .., •—..—.Q ..—-.—...37,_,.% PLUG WMA I'CONDWT MIH 14 GIP NOT LEGIBLE ALONG SIDE. N88'J9'492' BOTH LEANING SEVERE!Y. HELD 'y� PARCEL E 67� 50' TNf CY.CUU/EO POSITION PER I ... 504.448 nit. A I 7O' VOL 13 OF SURVEYS. PO 129. :q II sa ACRES �,, ' I 01517E0 4/6/09. ,� • "`NP.1,4, I 10'x••4 10 a I I ' •'i I I •••• BEGIN 20'WIDE it 586J9Y9 I 1' EASEMENT FOR 98 JI' 3 • uTxnEs 4. '44 4. 8 I 11 vi d��� .. —..— ..— .. I ._.1313' j:r�"70.. — ..—.._ dr I' 1 V' 2030' V {. I o' 50 I 1X • :• PARCEL 0c1r. 211N I S,i. 406,449,/34/01.x} d I 1 9..0 ACRES I ' BEGIN 20'WOE CJs :L. 1•-� I EASEMENT FORE L URUDES I.•'.L• �.•/•. / p�1 +00 50 0 +00 f uy., ./•• SCALE IN FEETOA' i 4. �:; .CJo QLWL 0: 't- • I I • - \ \\ \ 5+7.5]'.E I al I OL, 4';•4:' S. .:TIF If:'\\\\ + I M4sp'S6 �j V EYmvo Neu 7! -' • II \ \ . I ' 41`:/ r0.Fw.01 •;• \ gldl I+ \ \ .�" I f .'u) I,>> I max , 1 1..e... Q. \ \ \ \ A S�aMT4ppA ,1:."\ fi�04 amp'/ 0' A,;- - .., , YLW E �° s. EV 2 4 2014 WHOWS PL2� , , , �. -�:- / --r' •.,,• y PARCEL °�ti �i EM5TN9 \ a l_` -f ,...,.' o Jn.J28 mit La i" �,• --_�/ 4:: ,...4.17. . r/ 7.26 ACRES .4 - / 7 �/ J •. :.?,, 49 1EFFERSON COUNTY .•T__ '- �` '''6+' ^c COMMUNITY DEVELOPMENT D •{. 8 ,,.;:...i..1,!:....7. /„ L I / .OF iSf I ,,, J� •�'• / / .It'd.. N52'29'5019 '�2• �:: mon'h 1 ,/" 'Sh'Jl yP /(\;\ 552'29'JOT '�9 0 .•{.j(. 132.00' ' '71531. . •• S80'44'27T 45.71 4, l' • / SCA( ' ARr J+'- L94 !0208.'. ;. 243.35' T / / :.7 l 169.1.1 NW �•— I / I �} 552.19''30T - r -�a. .0..! L76� A 4t:/ • 2173' °I7. .`/L�y�� $.A,1 1 I ��Q• SEE SHEET 2 OF 5 ) ate° 1, 16.2o' • DENOTES SET 5/8'REO W)74 PLASTIC SURVEY CAP STAMPED: 8.10' I l L ' (1 'MARK.759562/22/09) ■ DENOTES FOUND 5/8'REOAR WITH PLASTIC SURVEY CAP STAMPED. / b I 1 NOJ' ?m-BROWN 70014. (3/24/09) l OOT 1110' S O DENOTES FOUND 5/0"REBAR WIN PLASTIC SURVEY CAP STAMPED: I l ' 1 1'• '4177 JOHNSTON PLS 37531' (3/24/09) .y.a B.. ®700'IES EXISTING WELL(PER FlELD 7755,/0.T/B9) WITH 7YPK'AL Gd RA 100'WELL PROTECTION RADIUS. e1_}. N t::::::-:i DENOTES 30'WIDE EASEMENT FOR INGRESS, EGRESS AND UDUAES. n ,.yr.-,r4 DENOTES 20'WIDE EASEMENT FOR UAUT/ES AND THE MAINTENANCE N S. SHEET 7 OF 5 4• THEREOF,'EXCEPT AS OTHERWISE SHOWN, SEE PARCEL 0 4 1 . ,4411T•# X X - pa eu ma LIMO J I., .1 DENOTES 75'WIDE EASEMENT FOR INGRESS, EGRESS AND URL/AES t l .n x eW.,. 70 BENE11705 77 PARCEL[•AND ALSO E/NCA 75'WIDE FASI'MENT FOR X X LANO SUq\211NG 1wM,w .env UDUAES TO BENEFIT PARCEL C. SEE CCBR'S RECORDED V WAPPING r 1 I,...;','J. (444)441-1161 FINAL C.ECA. sec SIMULTANEOUSLY HEREWITH. DEVELOPMENT CON5U1.11NC --., ' FAX 4s+531e PLAT 111Efx.. me CCNSTRUOPON MANAGEMENT - .,f1 (imp.e1-ti.. MAIM Br 4014 "SEE SHEET 5 FOR UNE AND CURVE TABLES. SEP, 012.11-GUW11201_5A5C NA041-,010,2 - - S to+7(2011-+W �'.... 4' • S Mr y,69 P, u6 s 1].7 4 mm' • IlI].IiN 11:..RI IM�.M 1{1MY 11[MIO1 tG.nl.Y1 wlln'.Illln-O.w.14116..IY111.r cilli lkiiiIiiI11��rIll�� llf �1101 BOUNDARY LINE MLA09-00300/SUB09-00019 SU AAIUST7NENT FORRENAE G UNSTDNli,' : - WHITAI RVEY IN SECTIONS 8 AND 17, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON LEGEND• �,•.° / " f I I 1 • DENOTES SET JIB'REMIT WIN PU571C SURVEY I>,FIK Int ,..,• A>p. I CAP STAMPED: TURK 38856: (17/17/09) (yrs La/00/017 ' - �, . I1.1''4'�i/ RECU ORY LINLINEE` 't I ■ 0ENOIES FOUND 5/8"ROAR WINE PLASTIC SURVEY DIfml9 MI • l' 130' CAP S7AAIPE0.• NM-BROWN IBOIA SD/AM4W 7i- -- ir•. p68 1 JO'SHORELINE 1 STREW rs Pa aq .••♦ BUFFER iV89'122Jw BUFFER ♦ DENOTES FOUND I'CONDUIT WWI Paw SURVEY 4.Q•_\d\ IJ 7f' Z74.85,...- CAP STAMPED: 'CLARK 11117' C LSJ.5O' t0. •' \ RIW' i �� 0 DENOTES FOUND 5/6'Mail WEIN PLASTIC SURVEY [MSmN l ( ,rs \\ 44-. �.,' /_i I1 • I L__ -.411111‘,1111 CAP STAMPED NT!,JOHNSTON PCS.77537 7 { Pa F IP mow bed\ i';I Il+ I I I 22;959 1.0.11.\ • �� DENOTES JO'1610E EASEMENT FOR INGRESS, I feuJp\ .::! �� I 5.26 morns I `,, v EGRESS AND!DUTIES (�Hmrs PMH „i `I- - • I I. '` sem' .j4.. \___ 1 . 21.4' �sBO'l7,20 �\ J/;,rJ 2' ® DENOTES 20'WIDE EASEMENT FOR UTILITIES ANO 3' ,yf `R 49'.32°. ''/ 'IFF .�.Ei9.74• o ' " or so IHE MAINTENANCE THEREOF. !j• 001156'1. '1 s % ..u1 _.% LOT UNE1 - \ �.."- !/59 ..-4 TYPE F SWAM J0'SHORELINE :�y�'i' '' ,'' `� Jew. j1 Z I, MAPPED JULY LINE TABLE BUFFER ' Ipm 4. �J BUFFERS 2009 LINE BEARING LENGTH (BANK HEIGHT<IO�A 'moi .-..--1 S u ` LI NJTJO'J0E 141.78' \ L I LJ NJTJO'JOE 76271' NST19•3014 MOO' NEW. L4 NJT3d30E 176.17• /,N,r...3 LOT UN '. .` 416 q.R ry a 1 L6 N5r19J013 4173' ''�,I ` 111.58 wens o L6 NJTJ070 E 104.69' �''ii'y�J �` I I L7 N52'19'J013 10.00' 1i 1 BUFFER A7 7,9 LB ` -s:-,;,-,,,,-40,* . �W"LY MVK.IN _ S64'JBY9E 96,32' FGr`Ijl i ,, OF EN.. 4040 I L9 588'79'491. 98.62• 4 yi�,, I /N IRIS ZONE '' L IO 1688'79'4913 67,62' W£TIANDS OTUNFA1E• T,Q .. 7- ,• o _. LI7 N7l'1 i 461. 1000' i--97,!Ars-eel,' ' ! -'I : i :a u wL� LI7 56241'4613 Jp.00" v WETLAND CONSULTING. ,,,,,,'99 •H9 q !LOT LINE t� o £73 52724JOE 206.79' GX¢a 1� '.yy Ll4 52T24JOE 106.19' • % !fl/ I a\\\� LOT US 506'JB55', 10,00' �\ UNE 7,76 16853433E 6.7.67' l 583'34'5513 7770' F /1 I LIB No4's4'YJw 255.40' ''�I 161.143•!UNE �` ! 1.79 NIT58'0524 84.16' lg Le.. • v E uo 57713.00 4.Ir •';,' zh •�i/ yj 1.57' LII 506'07$1 E 16.98' �£ EXISTING NUS � � �,/ 7,22 504-49'47E 50.37'4 TJ sFF/r'TA[C ', L2J S00'S1;SJE 74.03' ISO'WE71.WO 1 BUFFER d 115 SIr10'46E 70.45' 200'SHORELINE 133 SI 1'40'171. 70.45' Firelil REGULATORY LINE I L77 518'09441. 44.40' / [17 S70'73'55T .59.48' 200 1O0 a 200 / L28 507'4JJ7E 77.81' SCALE IN FEET BINK HEIGHT<IO'FAOM2.28 oM9 / 7,18 517'39061. 6716' TENS POINT NOR/HERLYE <, £30 S0729OJE 8769• JO•BUFFER FROM yJlT LINENEW LO!LINE LJ1 5072175E 9715' 71. b 508'.2'432• , 1,14.14• TOP Of BANK I:, J7J. . 24.36' v' L35 $04'42'4013 20.68' (BANK HEIGHT>10'et <JO') 9 y B9.IJ' LJ4 50141"4013 7187' +o' 66 LJ5 51747'58V 84.77' NE TOP OF DANK /._,LLI''� \ 7,36 SO8'54'3024 74.52' - q 't L5 07 $O142'JOw 5760' hYAM SUNSHINE WA £38 szTJ2Z713 37.55' 4/0/1"11....";(..6-1377.2"2 �� / q'� / LTD. LUB11m CO. 7,69 $41.12'4213 77.96' cvi / . /ry� (0.77 ACRES) Uo 623"302127 14.51' �, u1 519'45.4413 J7.47' JO'BUFFER FROM •....•/r JSJ,727*an y 162 526'117513 57.43' TOP OF BINK //y� / �d 17 wens•1 Ni'l / OW LOT LINE 7,4 542'085413 69 60' (BANK HEIGHT //- ..,/ <v L44 3'43'02'51'W 19.30' >/0'&<JO'f v//E 9Jg.JJ i /' CURVE TABLE 7,45 529220'OOIE 53.50' 0' T Ii , f WEST UNE Of CURVE RADIUS LENGTH DELTA U6 TOP OF 7,1,31616 �, ® 47CCBJ'At; 9' / war 7/4. Cl2 I S59'37'0324 14994' 979.98' 196.30' 5'48'12' £47 NEW LOT LINE �� 7362,31' 301.75' 20'50'79' £48 / / 56496'1613 76.43' 176271' 707,33' 4'1871' £49 563'53'31'W 36.40' i PYA A �N / I WSDOT ROAD 04 1681.71' 160.80' 6'79'34' 7,50 549'14'/613 30.19' / / / 178361•41% : ACCESS PERMIT 03 1367.31' 20931' 84942' L51 S60'02231'141.55' A\ 6ms 27 at NO. 47590 AT CO 7.562.31' 64,19' 2'41'59' L52 550'288'4213 37.0,7' $' 200'SHORELINE / I MILEPOST 7.21 Cl 17627.5' 145.71' 6'0742 1-5`1 $31.17.111434.22 200'SHO/71'LINE 08 178271' 138,21' 6'79'76' 7,34 51315'49'E 2584' 586849"071. 800.01• - •/ ,166.18. 09 73523/' 106.62' 800.00' 7,53 542174513 48.91' - CIO 138771' 1663' 1'06'16' 1-58 543'17'45'2' 69.77' /// •• CII 766.15' 86,29' 6'2210' £57 526'6TOIw /8.62 / /I / 0/2 666,lb' 34.97' 200'28' L58 551'41'0 W 20.29' 1 013 1512.50' 313.13' 17'51'49' L59 S31'06'3414 , 77,68' • ", P 0D4 693.00' 44.73' 2'49J0' 1.60 537.59'1813 66.50' \y ,�S 9.• w C/5 913.00' I1f.47' 10'2'00' LAI Vl 133'd`A Y S36'46'08w 106.06' 3�i h 017 985.00' 133.09' 127770' L62 S4302'413 98.35' s" Ills� \ 148230' 6.77' 0.1542' 1.67 386.32'141. 250.00• .I� y Ps N�S SHEET J OF 4 ri-i c , p.n am nIs 1yp %% I,.M a0%% LAND 5AV7NcMAPPING (]„A.M7116 CNIENT Glciu. 19Ra ;01.arsLOSW000N MANAGSQ/PRAM 00 3115 MSERF 0@912 w1NH09010A3P I4SDSJOYAIN a e 17(29N-16) - • • STRATUM GROUP P.O. Box 2546,Bellingham, WA 98227 • Phone(360)714-9409 January 24, 2014 Marek Waligora 13806 SE 36th Street c,-4 Vancouver, WA 98683-7700 \ZtQ 6- 1 Re: Stormwater Plan Jefferson County Parcel: 901172004 2 Discovery Bay, Washington 3 �� c��1e�� Dear and Mr. Waligora: I have reviewed the proposed development plans for your property, reviewed the geology hazard assessment for the property(Stratum Group, 2013). The proposed development will fully disperse stormwater consistent with the Ecology (2005) BMP T5.30 with sheet flow dispersion from the driveway area consistent with Ecology(2005) BMP T5.12 and infiltration and/or splash blocks for roof run off consistent with Ecology(2005) BMP T5.10. Stormwater management in this manner is consistent with the Ecology(2005) stormwater manual for Western Washington and is consistent with the geology hazard report previously prepared for the site and is consistent with my own assessment of geologic and soil conditions at the site. Setbacks and Slope Stability The Stratum Group (2013) geology hazard assessment regarding geology conditions recommended the home should be setback from the base of the slope to the east at least 15 feet. The home should be set back at least 25 feet from the low shoreline bank to the west of the site. However, other setback requirements associated with shoreline rules or fish and wildlife may be applicable. The proposed home site and building areas are consistent with the recommendations in the geology hazard assessment report. Stormwater Management The proposed stormwater plan meets the recommendations of the geology hazard assessment (Stratum Group, 2013) and is consistent with the Ecology (2005) stormwater manual adopted by Jefferson County. The proposed stormwater management for the site is for dispersion of run off consistent with Ecology(2005) Volume V, Chapter 5.3 for on—site treatment. Existing Impervious Areas The subject property has approximately 6,800 square feet of existing access road already on the northwest and northeast portions of the site. Approximately 12,000 square feet of former railroad grade that has acted as a road area in the • • January 27,2014 Stormwater Plan past is located on the west side of the site. This area has been counted in the Stormwater Calculation Worksheet as existing impervious surface. Portions of the former railroad grade are expected to become vegetated with plantings or natural revegetation. The revegetation of this existing impervious surface associated with the former railroad grade will significantly reduce the impervious surface area of the site such that the amount of impervious surface is anticipated to become less that the existing impervious surface area; however, that reduction is not quantified and assumed to remain as part of the development proposal with the exception of an area where foundation excavation and final grading soils will be placed over the former railroad grade. The reduction of impervious surface from fill placement over a portion of the former railroad grade is estimated be 1,500 square feet is indicted as a reduction on the Stormwater Calculation Worksheet. New Impervious Surface Areas An access to the proposed home site will add an additional 3,000 square feet of impervious surface. The proposed home, garage and shop will cover approximately 3,856 square feet. Total Impervious Surface Areas This total coverage of existing and proposed impervious surfaces is approximately 9% of the site. The total area of existing and new impervious surface is approximately 24,276 square feet. Stormwater BMPs for the Site The stormwater generated by the existing access road area on the northeast and northwest portions of the site and along the former railroad grade is currently infiltrated into the ground via sheet flow to the sides of the road area. Sheet flow and infiltration from these areas consistent with Ecology BMP T5.12 will continue. The proposed new driveway area will be infiltrated in the ground via sheet flow to the sides of the driveway(Ecology BMP T5.12, sheet flow). Stormwater from the roof areas will be managed by BMP T5.10 (infiltration). Stormwater from the roof areas will be infiltrated via splash blocks or via infiltration trenches located to the south or west of the proposed home site. Soils underlying the proposed development area and immediately to the west consist of well drained native soils or well drained railroad grade material along the former railroad grade. Some localized areas of compact fill may be present around the proposed building site as this area Stratum Group File:9.17.13 2 • • • January 27,2014 Stormwater Plan consists of fill soils that were placed on the area during past road work on the site and the adjoining property to the north several years ago. Some surface compaction may also have taken place along the surface of the former railroad grade due to the past use of the former grade as an access road. Non compacted native soils around the perimeter of the proposed home site and non compacted railroad grade materials are well drained and will readily infiltrate dispersed stormwater. Sheet flow off of the driveway area to the areas to the edge of the driveway will not lead to any surface water flow across the site to surface water and the soils will infiltrate all runoff. The sheet flow should be directed to the west of the driveway area. Roof run off will be dispersed and infiltrated via splash blocks or infiltration trenches. f� \ f':. 1 ..,, 30' BUFFER FROM TOP o.a' / .-" OF BANK (BANK HEIGHT . >10' & <30) A, j 0",' Driven,°ay run off sheet flow and , ifs infiltrates along road sides (�� 2-100 POUND ` ,./ ` � \ PROPANE TANKS / . llt ._ st, c.s.) Q (NOT TO SCALE) �j� �.� " �7:1-./ vidt Do�rnspauts to splash blocks. ., a .., infiltration trenches or dry wells �^��s „, \ �' ��04, vitmoi. . . . BALANCED1444%,.. •. .. VERNMENT MEANDER . ,, c VE PER VOL. 13 OF NA,. SURVEYS, PG. 128. `• s �► s.. *1. Thi' P © •� i, `4 , - N Figure 1. Stormwater Site plan The subject property is appropriate for infiltration as the soils at this location are well drained with soils in the vicinity of the proposed building site consisting of Beausite gravelly loam. In addition,the former railroad grade located immediately to the west of the proposed development consists of well drained ballast rocks and gravel. For roof drains, splash blocks are appropriate at this site for infiltration or alternatively roof drains may be direct water to infiltration areas to the west, south or north of the buildings. If infiltration trenches are used the infiltration trenches should be at least 10 feet long for every 700 square feet of roof area and should be installed such that the dispersion pipe is level. Typical design per Ecology recommendations for infiltration and splash blocks is presented below. Stratum Group File:9.17.13 3 • • January 27,2014 1 Stormwater Plan b a n p 6 p e.0 p0 A.a6,/ "---- /4e.. aq,,,770:(7 '..-7,7" �-.__y 64 o n p•q ..v4 e a yfba.y9.1.$ a.a 1 min 7.avu.::7.71Vil'ea.4iV. as New 0 vdl °°teaoy°•4~'e s'$ eeo a"$ Li--2.Y'nin--.l -... -._.. emit e TRENCH XS ECTION I I J l Lil i Ji'v: red ....... _.. .. 1,..%—.1 .l. dNvez eet1 to 1Uu eI. kinin Ncopc—. Brad :�i::J *moll oatoh!men cryer�d choir '" .j 1'•• I ___._._...SO mon R g 2'xin reydatea Icw.el'rendre* fdw 6tfh -.. a-703:7.3 a spear Tope t CB NPdC , ::e:j 1 !77,,!!, �:II_: 7:700 sa.ft. J staid= l--^_-- di resicntench: I .. Y/f IlD1CYEdgrBClE gated ; ‘.divreoPd.".k�a'Piolr length I d per ren o, R. of roti oroq 4 NTS see Fgtre A 221J of the no WNnrfnsiryn Manus] --splaaY bock PLAN VIEW OF ROOF NTS j Source Ecology -1 IIUN %dim. Rn.pN ji `VGvAPnF **rr nro wu mea Sm Zg Typical dispersion trench, splash block r'"""I°' or dry well for dispersing stormwater. PLAIN Y IEW 1,..n,e'ye� Firs Any of these methods is acceptable for this site NOW ....0,411. tlflM1w uWlis f ,� ,—{Nt1 lxtu ''''7',� <, n3tae . Ix �rod V.1ue 5 1 � k Ir rm:„.,...mi a.f , ° SY<rR . 3..1,7,"4: '''''1,1'•'''''''''1,1'•'''' r»3..1,7,"4: ine,maam (. M ;.& F•74:-.7: ,iEN 4-.,..::=7.•:c•:ORr WELL SECTION Nn Rpm.DI-Typeal Dow inftn n pep.,0 Sass,1:fCcrm' Stratum Group File:9.17.13 4 • January 27,2014 Stormwater Plan Vegetation Current vegetation outside of the exiting road area, former railroad grade area and the proposed home site consists of hydrologic mature forest of a mix of mature trees and understory. Other than minor new vegetation consisting of weeds and grasses on the previously cleared home site area and along the former railroad grade, no vegetation removal is proposed. No tree removal is anticipated on the site other than hazard tree removal and some thinning of trees within the view corridor. The proposed development will retain over 85%native vegetation consistent with Ecology BMP T5.30 for full dispersion which recommends 65%vegetation retention. Conclusion Based on my site assessment it is my opinion that development of the site and the following of the stormwater plan will not cause any adverse impacts to the stability of the site or adjoining sites. Furthermore, the stormwater plan utilizing dispersion and infiltration of stormwater will not cause any significant degradation to surface water or the shoreline. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions please contact our office at(360) 714-9409. Sincerely yours, Stratum Group ,. � `ups`'` '' d JtI ,j?'"!`r,"", �4a R,tj Dan McShane, M.S., L.E.G. Licensed Engineering Geologist ` .- fi 3/Lyy Stratum Group File:9.17.13 5 • • STRATUM GROUP P.O. Box 2546, Bellingham,WA 98227 Phone(360)714-9409 November 23, 2013 Marek Waligora Street 13806 SE 36th (y_zum/pL�. Vancouver, WA 98683-7700 Re: Geology Hazard Assessment Jefferson County Parcel: 901172004 \`ep/Y1 Discovery Bay, Washington Dear and Mr. Waligora: Stratum Group is pleased to present the results of our geology hazard assessment of the above referenced property. The purpose of this geology assessment was to evaluate the potential geologic risk at the property. It is my understanding that the proposed building area for a home will be on the western portion of the site in an area that has been previously graded where there is a wide bench area adjacent to a low shoreline bank. Access to this site is via a gravel road that angles down the slopes above across the property to the north of the subject property. Based on my geology hazard assessment, it is my opinion that the risk of slope failures impacting the proposed building area on the west portion of the site is low and the site is not within a geologic hazardous area. SCOPE OF SERVICES The scope of our services included the following: 1) Conducted a site visit to visually inspect the subject property including the slope conditions, shoreline conditions, and relevant conditions in the vicinity of the property. 2) Observed surface soil conditions and bedrock conditions on the slopes of the subject property and vicinity by excavating shallow hand dug test pits. 3) Reviewed available geologic mapping and other pertinent information for the site and vicinity including our own notes fro geology in the vicinity. 4) Prepared this report summarizing our findings and recommendations for site development. • • November 23,2013 Tax Parcel 901172004,Jefferson County,WA Geology Hazard Assessment GENERAL GEOLOGY Several geology maps cover the area where the property is located. The Surficial Geologic Map of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington (Pessl, Dethier, Booth and Minard, 1989) indicates the subject property is underlain bedrock. The Bedrock Geologic Map of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington (Whetten, Carroll, Gower, and Brown, 1988) indicates the bedrock underlying the site and vicinity consists of Crescent Formation conglomerate. The Geologic Map of the Port Townsend South and Part of the Port Townsend North 7.5-minute Quadrangles, Jefferson County, Washington (Schasse and Slaughter, 2005) indicates the site is underlain by a landside deposit and conglomerate of the Crescent Formation. Schasse and Slaughter(2005) fully incorporated the mapping of Gower(1980)Bedrock Geologic and Quaternary Tectonic map of the Port Townsend Area, Washington. The Geologic Map of Northeastern Jefferson County, Washington (Gayer, 1976) indicates that the site is underlain by thin drift over basalt. Based on my site investigation as well as other investigations I have done in the immediate vicinity that included examining exposures along the streams to the south, hand dug test pits on the subject property, exposures observed at a home site excavation and exposures along cut slopes on the lots nearby, the site is underlain by conglomerate predominantly consisting of basalt cobbles and glacial drift. These observations are consistent with the mapping by Gayer (1976) that the site is underlain by thin glacial drift over bedrock. The lowermost part of the property along the water at the property's western edge is underlain by fill associated with the former railroad grade along the western edge of the property. Fill also appears to have been placed on portions of the lower part of the site associated with past site grading work. As noted above Schasse and Slaughter(2005) indicate that the site is located with a landslide area based on the mapping of Gower(1980). Gower(1980)provides no explanation to the landslide feature on the map he developed and the focus of his work was on bedrock. An old shallow landslide is present near the south property line on the lower slopes above the old railroad grade. A possible very ancient slope failure may have taken place on a slope several hundred feet north of the property. The slide to the south was noted by Gayer(1976) on the Slope Stability Map of Northeastern Jefferson County, Washington. The Washington Coastal Atlas indicates the site is located in an area that is of intermediate stability. Jefferson County Critical Areas map indicates the site is located in an area of slight and moderate landslide hazard. Based on my investigation and observations,the site is not located on a landslide area. I surmise that the bench like features combined with steep slopes may have led Gower (1980)to interpret the landforms in the area as landslide areas. Minor soil creep and root throw is present on most of Stratum Group File:9.17.13 • November 23,2013 Tax Parcel 901172004,Jefferson County,WA Geology Hazard Assessment the steep slopes in the area and there are areas on some of the local steeper slopes that may have had small shallow slides in the past particularly where roads or the railroad had cut into the slope. LiDAR imagery of the area is not consistent with the area being underlain by a landslide and hand dug test pits found soils underlying the subject property to be glacial drift or bedrock with thin soil covering and no disrupted landslide materials present. Modest bench areas on the property and in the vicinity appear to be former shorelines or ice margin deposits. During the late stages of the last glacial period local relative sea-level was higher than present due to the mass of glacial ice having pressed the local land surface downward 100s of feet. Mapping to the southwest by Haugerud and others (2009) and my own observations along the slopes of Discovery Bay at numerous locations have noted numerous bench-like features associated with ice margin features and former elevated shorelines that have formed discontinuous bench landform features around the shores of the bay. The bench elevations on the subject property and vicinity are consistent with elevations I have noted and Haugerud and others (2009) mapped. Fill is present underlying the portions of the proposed building area and along most of the lowermost portion of the subject property. A railroad was formerly located along the lowermost portion of the site. SPECIFIC SITE OBSERVATIONS The lot is accessed via a gravel road off of State Route 20. The lot slopes down to Port Discovery from State Route 20. The upper, east side of the property adjacent to State Route 20 is at elevation of approximately 200 feet and the west end of the property is at the shoreline of Port Discovery. The steeper slopes on the site above the proposed building area are on the order of 28 degrees based on the LiDAR data and my own clinometer readings on the slope. A few slightly steep sections where old logging road trails cut across the slope are present as well as areas that are less steep such as the modest bench areas. The west side of the property at the shoreline consists of a former railroad grade that followed the shoreline along Port Discovery. The level railroad grade is approximately 10 feet above the high tide line. Most of the railroad grade along the property has been armored with rock with some concrete debris. The beach consists of boulders and cobbles and sand areas. Some minor erosion has taken place in areas not armored with rock and concrete debris. The proposed home site is located on the west portion of the site. A level building area has been graded in the past at this location above the former railroad grade. The level area appears to have been constructed from partially cutting into the slope as well possibly from end hauling of road grading material. Stratum Group File:9.17.13 • • November 23,2013 Tax Parcel 901172004,Jefferson County,WA Geology Hazard Assessment The proposed home site is accessed via a gravel road that traverses across the slope to the north of the subject property down to the proposed home site. The slope above the proposed building site slopes up gently for approximately 200 feet and then steepens to a bench area approximately 80 feet in elevation above the slope. Above this bench area the slope steepens to approximately 45 degrees up to another bench area at approximately 180 feet elevation with a gentle slope from there to the highway on the east side of the site. The lower part of the slope is underlain by glacial till and colluvial soils derived from the slopes above. The bench area is underlain by reworked glacial till consistent with the area being a former short duration shoreline that existed during the late stages of the last glacial period. The steep slope above is underlain by a mix of glacial till and weathered bedrock. The bedrock consisting of basalt fragments consistent with conglomerate consisting of basalt cobbles. The road that accesses the building site is a full bench cut road and follows contours such that the slopes crossed by the road are stable and cut slopes are minimal. Most of the cut slopes are cut into bedrock or glacial till. The lower part of the road does cross an area just north of the property of convergent topography with seeps and wet areas on the slope. This section of road required some over excavation of soft wet soils and fill placement over the low area. According to a letter provided by Doug Reeves, the road was constructed with rock fill that allows any perched water to pass through the road. A culvert was installed at a level above the low point to transmit any excess flow that may develop during severe storms or rain on snow events. Observations of the fill below and above the road are consistent with the description of the road construction by Mr. Reeves. Tree stumps on the slope above the proposed building area are straight as are most of the trees on the slope. Other than minor soil creep on the steepest slope sections, there is no indication of slope movement. There is no indication of old or potential landsliding on the slopes above the proposed home site. The shoreline to the west of the proposed home site is lined with rocks and trees and no appreciable erosion is evident along the shoreline. CONCLUSIONS AND RECOMMENDATIONS Based on my visual inspection of the slope on the subject property and area, I conclude that a residence can be located on the level building area on the west portion of the site such that erosion or landsliding will not threaten the structure within the expected life of the structure(100 years). In addition the development of the site will not cause an increase risk of landsliding or Stratum Group File:9.17.13 • • November 23,2013 Tax Parcel 901172004,Jefferson County,WA Geology Hazard Assessment erosion off of the site. Recommendations: Setbacks: The home should be setback from the base of the slope to the east at least 15 feet. The home should be set back at least 25 feet from the low shoreline bank to the west of the site. Other setback requirements associated with shoreline rules or fish and wildlife may be applicable. Vegetation:Native vegetation should be left in place as much as practical on the slopes exceeding 35 degrees and within the buffer between the building area and the slope to the east and the shoreline low bank to the west. It is acceptable to thin and limb the trees for view purposes and remove trees that may pose a hazard. Drainage: Storm water should be directed to a dispersion/infiltration area to the north and south of the home site. The topography of the area is such that this can be readily accomplished. Foundation Considerations: The proposed home site is located in an area that was filled previously for the construction of a railroad and more recent grading. This is not a landslide or erosion risk, but the quality of the fill is not known or the material below the fill. Over excavation of the proposed building foot print should followed by placement of well graded and compacted foundation bearing fill to minimize the potential for differential settlement. Specific foundation bearing soil placement will depend on specific design criteria for the home. I do not anticipate that the development of the subject property will cause any negative impacts on the stability of the slopes or the shoreline bluff as long as our recommendations are followed. Stratum Group appreciates the opportunity to be of service to you. If conditions appear different than those described in this report, or other concerns arise, we request that we be notified so we can review those areas and modify our recommendations as required. Should you have any questions regarding our reconnaissance please contact our office at(360) 714-9409. Sincerely yours, �A^.''V ,u Stratum Group, e%) 41$1‘,1 -0r of (yarv7 +ieR,A Dan McShane, M.Sc., L.E.G. � °i, Licensed Engineering Geologist , D�w,a is 1�G�le-.:Y� Stratum Group File:9.17.13 • • JEFFERSON COUNTY iitik,SON co 4 I, > °.c �`�FirN0„0 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend, Washington 98368 360/379-4450 voice, 360/379-4451 fax http://www.cojefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA#09300 PROJECT/APPLICANT NAME: Waligora 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. This project involves a single family residence with a garage and shop. Total building footprint will be 3,586 square feet. The new driveway area will be approximately 3,000 square feet. The project includes a septic and pump tanks which will tie into a drain field located approximately 650 to the east of the building area;the drain field area will be approximately 6,800 square feet in area. The building location is located on an existing cleared area. Some minor cut and fill will take place for the building and spacing around the home site that will entail approximately 400 cubic yards of soil. The fill area will be along an existing former railroad grade located to the west of the home site. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. The property slopes downward to the west from Highway 20 on the east side of the site down to Discovery Bay on the west side of the property. A former railroad grade is located along the west side of the property adjacent to the bay and tideland area. The building site is located on an existing level bench area between the former railroad grade and the base of the slope up to the highway. The building area is indicated on the accompanying site plan. The slope is on the order of 20 degrees with steeper areas approaching 30 degrees, but the building area is located on a level bench area out away from the slope. Most of the slope is covered with a hydrologic mature mixed forest. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Most of the property is covered with a hydrologic mature forest with a mix of western red cedar, Douglas fir,western hemlock, big leaf maple and red alder and an understory that includes sword fern and other brush. The exception is where the existing access road is located, the previously graded building site area and the former railroad grade on the west end of the property. Some minor brush and herbaceous plants are scattered over the building site area and along the former railroad grade. 4. Describe the existing soils. Indicate soil type on the site map. The property is mapped by the USDA as being underlain by Beausite gravelly loam and Alderwood gravelly sandy loam. The Beausite gravelly loam formed from weather bedrock and slope colluvium and is well drained. This soil unit is mapped as covering all but the northeast portion of the site. The Alderwood soil formed from glacial till and is moderately well drained. Onsite soil observations are consistent with the USDA soil mapping; however,the former • • railroad grade along the west side of the site is fill and consists of rocky material and is very well drained except where finer material has been compacted on areas of the surface. Soil under the proposed building site is a mix of native soils and disturbed native fill soils derived from the past construction of the access road to the property and the adjoining property to the north. Some areas of the fill have been very compacted and are poorly drained, but areas on the south and west sides of the fill area are well-drained gravels and sands with some silt. 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. The property consists of a sloped site adjacent to Discovery Bay. No surface water flow areas are located on the site. Subsurface flow through the underlying soil and fractures in bedrock flows from the east to the west towards Discovery Bay. Horse tails and snake grass on the lower most slopes indicate shallower water on portions of the lowest slope areas and the depth to groundwater near the shore is anticipated to be on the order of 5 feet in the vicinity of the former railroad grade. 6. Describe any excess levels of noise generated by the proposed use or activity: Short-term construction related noise only. No long term noise sources. 7. Describe significant geographic features and critical areas(i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.)on the site. Indicate location on the site map. The property is bordered on the west by Discovery Bay. There are steep slopes on the property but the geology hazard assessment did not identify any landslide risks and the steep slopes will not be disturbed. 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.). The subject property is located between Highway 20 on the east and Discovery Bay on the west. The property to the north is a vacant mostly forested property with an access road and potential home sites for one home. The property to the south is a large rural lot with a home and forest cover. The property to the east across Highway 20 is a forested property. A former railroad grade traverses across the lower western side of the subject property and the properties to the north and south of the subject property. Sensitive areas include the steep slopes in the area and Discovery Bay and the tidelands and shore land area adjacent to the bay. 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. 9. Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed (Le., 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. Site hydrology will not be altered. Stormwater will be allowed to sheet flow off of the existing access driveway as it currently does and off of the proposed additional driveway area. Stormwater from the roof area will be directed to a dispersion/infiltration trench to the north and south of the home site. Dispersed stormwater will infiltrate deep into the ground. BMP T5.30 Full Dispersion will be utilized on this site. The cleared area for development already exists and is much less than 65%of the site. The area not cleared will be left primarily as tree covered with native brush in a hydrologic mature condition. The property is a rural single-family residential development and less than 10%of the area will be covered with impervious surfaces. • • 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.] The areas of pollution-generating impervious surfaces include approximately 6,800 square feet of an existing access road that crosses the northeast portion of the site and the northwest portion of the site and approximately 3,000 square feet of proposed new driveway area. Water from the existing access road currently sheet flows off to the sides of the road into areas where the stormwater infiltrates into the ground and this will be maintained. Stormwater from the proposed driveway area will sheet flow off to the side of the driveway and infiltrate into the ground. 11. Describe the performance goals and standards applicable to the project. Stormwater will be fully dispersed and infiltrated into the ground. Stormwater will be directed into deep well- drained native soils. 12. Describe the flow control system. All stormwater will be fully dispersed. The site does not require flow control. 13. Describe the water quality system. Dispersion trenches or splash blocks will be used to disperse and infiltrate stormwater from structures built on the site. Plant areas will be maintained and left intact as much as practical between dispersion areas and the shoreline j down slope from the dispersion trenches and splash blocks. Sheet runoff to the sides of the driveway will infiltrate into the ground with minimum surface flow through vegetated areas 14. Describe the conveyance system analysis and design. No conveyance is required other than piping to direct water from structures to dispersion areas. 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. No fill material will be required except for the necessary drainage fill sand and gravel for the foundation. Excavated materials will be relocated onsite along the eastern edge of the former railroad grade on the site. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. A compactor will be used as necessary to achieve 90%of maximum density for foundation and driveway support. 17. Describe the proposed surfacing material. Grass with gravel driveway and selected plantings. 18. Describe methods for restoration of the site. Any disturbed sites will be restored with a mix of native plants:salal,sword fern and Oregon grape. 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. N/A 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. Geologic hazard assessment completed by Stratum Group(November 23, 2013). 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. A septic permit which is being reviewed for consistency with the submitted site plan. • • 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. The building-affected portion of the parcel does not require any tree removal. Silt fences will be placed around the construction area to ensure that sediment does not flow toward the shoreline. 2. Establish Construction Access. A stabilized construction entrance will be provided at the interface between the existing access road and the building site. It will be 80 feet in length by 10 feet of width. It will consist of gravel or crushed rock to a depth of one foot. 3. Control Flow Rates. Native vegetation will be maintained as a wide vegetated strip between the proposed home site and the shoreline consistent with BMP C243 (Ecology, 2005). The area between the proposed building area and the shoreline is level and consists of a former railroad grade and a tree and brush covered slope between the railroad grade and shore. The railroad grade and areas adjacent to the grade are well drained. Given the conditions it is expected that sediment traps will not likely be required. 4. Install Sediment Controls. Silt fences will be installed prior to site grading. Please see the attached map for location of silt fences. 5. Stabilize Soils. Stockpiled soil and areas exposed for short periods (less than two days between October 1 and April 30 and less than one week between May 1 and September 30 may be stabilized using appropriate measures from the following: mulch, straw or nets and blankets. 6. Protect Slopes. Silt fencing will be installed. The topography of the site is such that any possible drainage will be towards the west. 7. Protect Drain Inlets. There are no drain inlets that can be affected. 8. Stabilize Channels and Outlets. There are no onsite channels or ditches that will be impacted. Existing vegetation will be left intact between the proposed home site and the shoreline. • • 9. Control Pollutants. No vehicle maintenance will be performed and construction debris will be safely stored. 10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site). No construction dewatering will be conducted. 11. Maintain Best Management Practices(BMPs). BMPs will be maintained. All temporary and permanent BMPs shall be maintained, repaired and enhanced as necessary to assure continued performance of their intended functions. All BMPs should be inspected at a minimum on a weekly basis, during and immediately following a significant storm event(any storm exceeding 0.5 inches within 24 hours or 2.0 inches of rainfall within 7 days). 12. Manage the Project. All construction work shall follow the above described actions. If circumstances arise that require additional BMPs beyond those listed, it is the owner/contractor's responsibility to implement those BMPs. The owner/contractor should inspect the site for BMP implementation on at least a weekly basis and more frequently during significant rainfall events. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance(e.g., streams, lakes,wetlands, residential areas, roads). The shoreline to the west is separated from the proposed building area by a level former railroad grade and tree and brush covered area between the former railroad grade and shore. Runoff that may take place will infiltrate in this area before reaching the shoreline. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). Stormwater will be infiltrated into the ground. The surface area between the proposed development and the shoreline is a former railroad grade and a tree and brush covered area is located between the railroad grade and the shore. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. The property is bordered on the west by Discovery Bay. b. Description of special requirements for working in or near environmentally sensitive areas. All work will be within the limits of the clearing area. 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). Soils on the site are well drained. Some areas around the existing proposed building area may have been compacted but areas around the proposed building area consist of deep well-drained soils. All runoff from the proposed building site will be directed towards the sides into deep well drained soil. 5. Construction Phasing. a. Construction sequence Initial phase will be to prepare site access with a stabilized construction access from the existing access road. Silt fences will be installed to the west of the site along areas of disturbed soil during site grading for the home and shop building. All excavated soils and disturbed soil will be stabilized as soon as foundation work is completed and the rest of the home construction will proceed. Stormwater dispersion/infiltration areas will be constructed in preparation for completion of the home and hooked up to the roof drains upon completion of the roof unless splash blocks are used instead. • • b. Construction phasing (if proposed) This project is for the construction of a single home and phasing is not needed beyond the appropriate construction sequence described above. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. April 1 to November 1 II.Wet Season Construction Activities. a. Proposed wet season construction activities. Initial foundation work may take place in the late portion of the wet season. b. Proposed wet season construction activities for environmentally sensitive areas. Environmentally sensitive areas will not be at risk as long as the BMPs proposed are followed. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Marek and Maureen Waligora b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Property owner will contract only with licensed, insured,and bonded trades' people. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. NA b. Diversions. NA c.Waterways. NA d. RunofflStormwater Detention Calculations NA • S 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: 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 control/restrictor 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. • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source control BMPs(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OR AUTHORIZED REPRESE TIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: • • l coo JEFFERSON COUNTY J ykiii, DEPARTMENT OF COMMUNITY DEVELOPMENT I621 Sheridan Street • Port Townsend •Washington 98368 tG4`rhrIN�sr� 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater�Jfg� Calculation Worksheet /yJ ry MLA# 0Z /vv PROJECT/APPLICANT NAME: / %;zi 14 Il��` DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel 6`2 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet y 7-67) 382- sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, • excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder, big-leaf maple,and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower,and fireweed. • • LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL ' Calculate the total area to be cleared,graded,filled, Answer the following two questions related to • excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: �{ Does the project convert'/,acres or more of Construction site for structures ti (j 00C) sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. ^- G) 8 00 sq/ft Circle: Yes Polo Well,utilities,etc. '3 a 0 sq/ft Does the project convert 2'h acres or more of I native vegetation to pasture? Driveway, parking, roads,etc. -- aj�(00 sgnft ,,, u Circle: Yes No Lawn, landscaping, etc. — (�COO sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance ti I /t 5ai� sq/ft Cut Fill . �/OG (cu/yd) (over] • slormwator wlc worksheet—REV.2!20/2008 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials. and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) 3 g 5 G sq/ft Structures(all roof area) D sq/ft ti Sidewalks U sq/ft Sidewalks 0 Sq/ft Patios 0 sq/ft Patios C) sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking, roads, etc 3)0W sq/tt Driveway, parking, roads,etc 8 00 sq/ft Other (�) I) -5JzO0 sq/ft Other t.2.) CDU sq/ft Total New 5 7 6 sq/ft Total Existing 1 8) So o sq/ft TOTAL NEW+TOTAL EXISTING* a S" a sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 7- % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. It the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation 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 AUTHORIZE EPRESENTATIVE SIGNATURE) (DATE) 't` as .: s .* �- —. i I -tea _ stormweler cabc worksheet—REV.220/2008 2 • . . . ,.. , , . . . „.... • • ; - sa>-'-',• 11-1-. ._..._.__ ..... s\ SI-4 it-311 1„.3t.-.0. 1-3.1.7_4tILL.—7. _ • \ v\---- -- •l'' .1. -\, ,,, ,........................................ I -F • I Oa mai . . 1 1_1 II m Et- 1 • +4,, 540 I \ 1. rah•&: 1 4 0 I 1 . . ,C.1"'• 1.5‘) II 1 1 1 1 14t • 1 . 1 . % 04 !N\1 >53 I 1 1 . • it 14 ?Ct 1 .. 15,t,t574,_,55. . x mrn 5 ii Itz , ''"• Lr I-) 5, 10 1 )•- z•-' . 1 kg _i_.,, i II i -F- . 1, r g- . . ;,-i- oy r .4L-1 -=- I -a' --- !I Qs— '4).„-,R. 1. ,..1 E.-i-. . . it' imill. , , ,,,.. ,___ ,:... .1.--- _,,. q r — .4,J,.:. -F..._ ._ i __-_-. , 1 ..,alaMon....m.,••.-v.r.em.. ....--.m.m.ms,..-••¢•• ua r' i Ak il ., . . . r,.....-.....1,.....-,.......7.,4 • . - s• --z___ 441. 1 <I• 010 ., I• I ElA 0- 1 1 -j' 1° ,17 $ rii H 0 n 1 ' i-43 -71 il I 1 , • , , , • , x 1 1 4.1 .....- vim h F I 1 •' tt 1 i - t., ,:. -,,Nii . - ,$,, 1 117: .'11°H•L' - . 1- -\, ....... IS 1 • 1. 1 IH r pm NI MI , . 1 0 1111N 1 Sr 1 1 IV I • ,t 174 , 1 1 ,1 1 I I . 4474.1 11 , , 1 ,1 . 1 , 1 , -. 1 I lir"7" ___141E 1 r ... 1 , . 1 1 1 ' 1 il .16- • ' 1 Los ,...... § ' 1zg 1 IJI _e•R 1. ' !!' t--7 r .. %..1 - ' -----k. ,........0........minim..".u...ww..-... \\ ,--kl t• 1.,? . E 1 . Bk 11 ' r - . 1 11 I *: i 1 Vt ; _,___. I k - 1 -7 ' TI I, i LiN =. , _ \. . i ."1):7 K10 71 , 5 •P' li i 1 i 1 tits li, ‘.6 kg 1L4 ' ic' *s sl, -7 -,.. ! n "T i ; z . . 1 i (,\ ' 4.4.4 ow, 1 vi ).71 . , .. ‘ ..., 9 --1 t..,.. , mascus 4 1 , —irimmou•Nol , s• eq , i , • rit • , (D- i • P.' % i !' II' i P4 1. 1 '., . ' 1 1111 64 U ' rn ii I"• • ; . Q:'\S\ 1 PIN illtil .', it,„,,, ‹ : •Q . 1 ic • 1 ' . 0 ' I \ \N low IIRIPMMIIIM.i.4101010111067/FAM.. , , NOEUVIIMIth. , 0 ,, 1 1" 11111 Ell P (j-k „ 111 I it 1 k . N k g ,,, I H , 1 - _ ..._, I AI- i ) 4 i 1 71 1 I U . . 0 .7, > 1 t ,r,.; 8 m — -- ---- 4 . 1 . 1 1--- •-• --1 iHr--- 1 ..Q I 1 i.c_ I . ••4t- 1 1 •li_ i [ 0 0 • . • ..4,,,, • 4,,,,_.,:, 1,. lls rsl, . AliMilin. 1 i 1-477P.. F4112- ' . . ,C) k 1® ' ( „,' ----,„ - h ' ci- 0 rd _ L.--.1. : `P* 1 --, r - 1110 0 .iefferson County Building Division Permit Number: BLD14-00082 Applicant: WALIGORA BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next days 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 .le%V /L/ Erosion Control 7b/i 51 #� Foundation Footing 7(t l f 4 F• ooting Drains 7/,1/,q Foundation Stem Wall 7/�y ��/ gjr Underground Plumbing /kVA Under Floor Framing q/tom t /' Straps(hold downs) Z 6 g . -7e1412 OK loighzi �l Ext. Shear Wall Nailing it Rough-in Plumbing a_6_�� p, I LL' -QC. Shower Pan 1 T9r�� op A -L -(6 4 Framing 4/ 4/15 Q./' Blocking 4/2.4f( 6`c1/'� Airseal �( / /l5 Insulation:Walls ilr- 8/ Insulation: Floors ql/s Insulation: Ceiling -5-124)t- c Int. Shear Wall Nailing /tq/yS L Wallboard Nailing 3- m ,i_ Gas Line: Interior _Z /5 /f l- Gas Line: Exterior 7� ��7A P• ropane Tankrt Heat/Chimney Clearance .... '�—k. • Blower Airtight Test u`/a/,c /1.x,EYC S• moke&CO2 /al/�j �� Drywell/Alt Drainage / 9//� Address Posted e�74//K n1 Water Meter Inspection ik.-J'_j< • Miscellaneous Oi/afi ry sauna System Finaled A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 10I21N FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00082 1.) 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. 2.) The site plan as submitted with the building permit application on 2/24/2014 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 3-24-2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This approval is for a single family residence with attached garage 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. 4.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 15-feet fromt the base of the slope and 25 feet from the low shoreline bank shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence). 5.) A Special Report prepared by Stratum Group dated November 23, 2013 was submitted in conjunction with the application to address the geological hazardous area. 6.) A Special Report prepared by Stratum Group dated January 24, 2014 was submitted in conjunction with the application to address the Stormwater Plan. 7.) This project was reviewed and approved as a Shoreline Exemption under under JCC 18.25.090(5). 8.) Planner CJZ 9.) The project is located within WRIA 17 and thus is subject to compliance with the WA State Department of Ecology In- Stream Flow Rule for that region. The parcel is located within the_Quimper sub-basin in a designated Coastal Management Area; as such, state regulations require the following: 1. INSTALLATION OFA WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180). BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. Refer to enclosed documents for more INFORMATION; see Ecology web site at http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology at 360-407-6300. 10.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. \\tidemark\data\form s\F_BLD_Perm it_Bldg.rpt 4/18/2014 1 * • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00082 Received Date: 3/7/2014 SITE ADDRESS: 3221 SR 20 Issue Date 4/18/2014 PORT TOWNSEND, 98368 Expiration Date 4/18/2015 OWNER: MAREK WALIGORA PHONE: 503-932-0274 MAUREEN WALIGORA 13806 SE 36TH ST VANCOUVER WA 98683-7700 SUBDIVISION: Block: Lot: TX 20 PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE, NO HEAT, NO PLUMB with a SHORELINE EXEMPTION TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,400 VALUATION 283,928.00 ADD'L: HEAT TYPE RAD CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 676 SHORELINE: CONST TYPE: DECK: SETBACK: 30 BANK HEIGHT: 30 SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,287.00 MEB 02/24/14 148402 Exist: Exist: 0 Plan Check $1,486.55 MEB 02/24/14 148402 Prop: 3 Prop: 2 State Building Code $4.50 MEB 02/24/14 148402 Total: 3 Total: 2 Potable Water Application $67.00 MEB 02/24/14 148402 Total: $3,845.05 Directions to Site: 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. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED