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HomeMy WebLinkAboutBLD2014-00247 AILUILDING PERMIT APPLICAIJN BL v T 247 Review iew Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00247 Received Date: 7/18/2014 SITE ADDRESS: 30 LANE DE CHANTAL PORT TOWNSEND, 98368 OWNER: JANELL JELLIFFE PHONE: 360-379-4836 30 LANE DECHANTEL PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001302026 Section: 30 Township: 30 N Range: 1V\ CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: LEO SMITH PHONE: 206-790-4087 3400 HARBOR AVE SW BOX103 PROJECT DESCRIPTION REMODAL ADDITION &ALTERATIONS TO SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 626 VALUATION 291,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 400 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 816 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 36705 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,357.00 SRE 07/16/14 151256 APPROVED Plan Check $1,532.05 SRE 07/16/14 151256 APPROVED �f State Building Code $4.50 SRE 07/16/14 151256 OCT - ? 2014 Total: $3,893.55 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/18/2014 O¢s"N Co DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.iefferson.wa.us/community-development } F.-mail:dcd@co.iefferson.wa.us 'it/N GAO CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00247 APPLICANT: JANELL JELLIFFE PHONE: 360-379-4836 30 LANE DECHANTEL PORT TOWNSEND WA 98368 SITE ADDRESS: 30 LANE DE CHANTAL Issue Date: 10/7/2014 PORT TOWNSEND, 98368 Final Date: 7/16/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001302026 Section: 30 Township: 30 N Range: 1W PROJECT DESCRIPTION: REMODAL ADDITION & ALTERATIONS TO SINGLE FAMILY RESIDENCE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/16/2015 \\tidemark\data\forms\F_BL D_Occu pancy.rpt 7/23/2015 �FS`'‘ "- JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Y: sH,,ot` J Date: `7 1k-j Time Received: &Z., m Mon. Tue. �ed, Thur. Fri. Date: 7- fY- BLD: It(( a'-f--7 Contact Name: Owner: Contact Number: 360 2 0% j�j 'L Address: .r C) t_Arl Z b.e Asti.- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 �w4 • eo, w yK JEFFERSON COUNTY 9sHr NGSO DEPARTMENT OF COMMUNITY DEVELOPMENT Date: '] 15 Time Received: ff) pm Mon. Tue. Wed. 411110 Fri. Date: '7°/67 BLD: /674—a t-717 Contact Name: Owner: Contact Number: 360 ypf2,r9 Address: 'D i.,ltlt), /)-L c iiri/_/ 206 Notes: )?-'e- /N5 ' 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 Son ` 044a JEFFERSON COUNTY l N� ° DEPARTMENT OF COMMUNITY DEVELOPMENT 9`sA Date: .2 `f Time Received: 92 ar pm Mon. Tue. Wed. Thur. Fri. Date: ,2," :j BLD: 1+- cZ�- l'^y Contact Name: Owner: Contact Number: 360 7/5Z, Address: `3D kykr clittiLt 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. ,-:,- coO2,i JEFFERSON COUNTY 4.;SHfo2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: `' 5 Time Received: lao(e7 0/Pm Mon. 1110 Wed. Thur. Fri. Date: I ,-(o BLD: I` -A 47 Contact Name: Owner: Contact Number: 360 1i Address: , D_e_. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In liC 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 4g0I: CO �� oy JEFFERSON COUNTY K 4'SKrvnSn2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 1) 3 J'ime Received: 232 Mon. Tue. Thur. Fri. 1 Date: 1 L- 1 14— x-r? Contact Name: Owner: 'Contact Number: 360 7l$ ' Address: • D u-Act--)g- Ile ' 'mod 206 Notes: 'r'1L- --' Fi U 1 h-d'* tJVtdiv !reg4 .....4 --)--5,�Q Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In71 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 lock&Tile Ceiling ,sot, CO rik°i. JEFFERSON COUNTY t DEPARTMENT OF COMMUNITY DEVELOPMENT Date: foi© Time Received: ' a pm Mon. Tue. Wed. Fri. /1 Date: f2/// BLD: 14 - 14.7 Contact Name: Owner: IE(.uSS Contact Number: 360 30S 7/s& Address: 3e) LAul de ell LthEt-t_a" 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 N, JEFFERSON COUNTY 7SyfhGG2 DEPARTMENT OF COMMUNITY DEVELOPMENT g 1'3A. Date: /1/3 Time Received: 2 •21 a pm Mon. 40 Wed. Thur. Fri. Date: /// ' BLD: 14 - 2417 Contact Name: Owner: Contact Number: 360 3d/... zj(14 Address: 36 Ls,Vt OE G440-Arai- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall X Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor x Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 450` c0 _ / r ,,. JEFFERSON COUNTY ,Syr Nal° { DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 01/7,8 Time Received: ;') 'J7 •" pm Mon. Tue. Wed. Thur. Fri. Date: BLD: 14 ' 00 7--k7 Contact Name: Owner: 7FLL1 FPS Contact Number: 360 3q 7/6L, Address: SO La 1.41.-' V C4AUTgsa( 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 7C-15°N � / 4� ?; JEFFERSON COUNTY gSyrNG-,u? DEPARTMENT OF COMMUNITY DEVELOPMENT Date: ,2 x-42Time Received: /2 3 G) am/em Mon. ue Wed. Thur. Fri. Date: % —2c/ BLD: 1 I-e2 7 2 Contact Name: Owner: Contact Number: 360 '2J5 t. Address: 'j 0 LA-T-(4. k cL 206 Notes: C-14—j tQ) 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 �w15°N `o JEFFERSON COUNTY 2 DEPARTMENT OF COMMUNITY DEVELOPMENT N,9H1 Date: Time Received: j' ® 0/Pm o Tue. Wed. Thur. Fri. Date: a BLD: Ili -0.47 Contact Name: Owner: Contact Number: 360 "7(3. Address: S0 l-rW fl b 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing �( Under ground Furance Footing Rough In Air Seal / Above ground Gas I 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 03/09/2015 11:15 3603853115 KELLEY SHIELDS INC - PAGE 02 ■.' .+ ., r�ya+,.M ^.w , . ,j e a r .n.,,�ps ,,i ,N'^�•r.,y;se y �$"'"177 .w..yN� , l ` `• ' r A^I�riYtrAtI@ISPAAStv,10"'i'NeY X041,70 �., eVel-hared e1 t aim%Altla dl gisad cMw +uga 647PORAW14intiS144' tGiWi ABNHk,410 �1/0, tmvdozakm,1.NC:N i6Sa I• .«w,r.r n„*q nr..r n.0,vw,r,:....,y.«+.� . , •�•�«a«sw,..,.„ ,,,x,n,w�rr n...m,rv., ...... xamr �� ft I�I'j , , R Tracy's Insulation c�! y .I A "INSULATING YOUR COMMUNITY" r � r , , P 0. Hox 970 � r '- \1� l 1 / of , „• CARI,SIIORU, WA 98324 p ',. 4 1 JNSULATJON CERTIFICATE P a' THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE 9 CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON t. 1" STATE ENERGY CODE) OR PER APPROVED PLANS, AT THE ADDRESS '1. f r LOCATED BELOW. i , ` ADDRESS r,k\Ck k- I A p � V. SUB-CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG. NO. TRACYII917BT , Jul. n', MANUFACTURER THICKNESS R-VALUES , J • I g� I f EXTERIOR WALLS Y Y t� ?-5-6' ,,, Type of material: Fiberglass (,'lv E,, a x ATTIC BATTS W b� �� `1 -- ,a •4 `; Type of material: Fiberglass b:. Type of VAULTED CEILINGS t/ ��` I S " VA 9 ,., ,, = Type of material: Fiberglass l \ �' "I , & ATTIC BLOW �� ��S'+ I '1• t '` Type of material: Fiberglass Cpl 1/ _ N —� a I rv�, .: II . !,. .1 FLOORS -11 Vin P3 Ck\C(N k i ; Type of material: Fiberglass e V I �' r 0(11 0 " PIPE WRAPS ¢, , I i. Type of material: Fiberglass YES )(.... NO Y �'' 5 s N�R �•.4,,e% VAPOR BARRIERS CEILING 1) ( R WALLS 1`-' ( (� FLOORS .01/)/1 I ( . 'Ili Pi h1I a if IAi Sri ii . !0.4 �� � �� -�s , i ,,,(; +, AUTHORIZED SIGNATURE TITLE DATE t y9 `, Y '..1Y } 1'vn5,nlu.n. ,•.rl,. M NaaepMKPbbw ,saG'NeN']M'nrt.u9nman5::IM:N Mdfb WMVWAwBI'.«H'�MWm `KNYAN•AfAI TAVAk. r 3� ,�' l r3 FYI 3�W.wa tel y'.,w•._I 1 I +lY�9 ifk..`K^'4lh'�t"•, l�Ipt�,tFHHBKdV�rgoFi+i�'k%RA4'•n�f � N '�! ) . '14 a • . n ,, ,/, -`�FI vr• .■ . ��, T ' '... l ,.' u ./‘ Ui 4ti� ly�.)// 4' , • //1/ l' 1•j s (l %\:—..7.- 03/09/2015 11:15 3603853115 KELLEY SHIELDS INC PAGE 01 KSI Kelley Shields Inc. Kala Point Professional Building 260 Kala Point Drive Port Townsend, Washington 98368 360.385.7156 phone 360385.3115 fax To: k 1 SL l net f)J"-- From: Re: s td 0.`Hi4Y\. Date: 4 r Pages: including cover letter '. a 1-Afti 5' I $ Da i di ,, 44tY www.kelleyslxi.elds.corn Standard Conditions for Residential Development in Jefferson County 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_SF R_StdCanditions 3/7/2013 Fisheries Service can levy pOlties. Portions of Jefferson County, including marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a "take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_SFR_StdConditions 9/6/2013 2 ":" —R oaf DO::nsFa,#. -r r r Catch B win f,,_y,( (V aid Drain) ///.././/. 1 Dotrc-cpoti --__ 0 DRY WELL 48lr b Di; !Teter Hole Filled l°:itfl PLAN VIEW 1112- z V/aaho Drain Rot? NTS f– F; f Domnaroi. t,iarI Center of Hoke 1 � aflc+su i with 1'Capped PVC HUn g or C' 11 'x /—Srlash Block Topsr{l Fl> ,h'er tth Si riare 313 ■ ,; CI ' 1".1 d 4 ' �. r ,s' xa„ —kiln.4"de.. e„ -,� ,E...„.44.1,0,..- Ftnetvle.ft'vt i F'b'C{'i{ . 6.. a IIII Catc�hB31n '' l ° if(4rd Drain) ° 48I1rt1 Dia.rr ter '! 4'mi.,. ;ides of Hole p.. Hole Eilledv,its Lined with 3 1112-3 Wa hmi ... FilterFrbri� Drain Rod is . (.p 1 i.5 ; in. r g 1�° a ..s + , Mh-I. 1 -,.�,•7 ■ t,asoccr3I DRY WELL High Groundw terTable SECTION t r rS Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County Volume III–Hydrologic Analysis and Flow Control BMPs–August 2012 3-9 • • 6 Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs, wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation, but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 a,. for Infiltration These ms 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 , , I . tr _Inv r ! 711u i n • • K1 ...........mimmm 4.0,4'0; ,i- • Fill,. ug ®11� ,. m ,� — 1�6i1�i11����a 13�� I ��yi�1�i1Nilllllll�,„ 47 a �����®W�V� WYY.WYLiiel II m 12 1011111111111 1 1 i®,lia�1�^III !i� �� a S2 t ! illI'lllIfl!lIII *Nrit I „ , • li 17-- _ :-.7m _wwwimmq nimint ! . . ,A 77, - 4 a ∎I N O iI .. 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P , k , , V i 11. --%.- i—\ \IN 11 t 3,--- .,6.. . -+ , - . ,..‘., ,,... . , -J. ,6,.; • z Z --C �k _ I: � >` � : \\�" L. , . . t iiir---.. ------Lic , , 1 pillitEk'INN 7 t3 ....:\ , irfq ir,, , 4.ppv ► 1! 1 '✓____. b N j\-' , ,, , 0 \ ‘N.11 it_ r 4101,..,,,,, .. ..) \ r '-'-\-.:. ..‘ ;A: 11.--1111 -4k---.0.... \‘‘,._, 3 • • --OP' '1411:' .;" ' '''''',..kA'illri .c. -- N ' f-'''' N 41:4T..■ 1 , 'N w r. r T • { -••0 i 1 — 'vYNs • \> k tlti, 1 19 NL iii lik1.,4: /11-„ 1/1„,-,,,�', �� � N . , ..., -.,••.!, 1;t”, \ 4E------- -- cM07`,A.., ‘-=;;.‘ ' N. • \ \ _:,:. 44 ' \ ."'30 • ,L , , ` _1 1:il 1-1'v.,_.,___......._..._qsit,, ,. ,, L 1 , , ,,,,,,„ . _ sr , ,,,r,,,w:ir--- [ X y 'gym !'— 7). it s a® - s Pp lr4 Z "�1 s Gfil - �l' ECELIVE : :ox cot, JEFFERSO UNTY y' 2.4-3— VDEPARTMENT COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 J UL 1 6 2014 360/379-4450 • 360/379-4451 Fax q`�� r) www.co.jefferson.wa.us/commdevelopment y I I - 1"140 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Master Permit Application _ MLA: Project Description(include separate sheets as necessary): ADD(TfofJ 0- 1- Tro " AO 7-L-7•16T106 yl -FA�M lLY 12.E=s;{ c Tax Parcel Number: O� ( 3o © b Property Size: (acres/square feet) Site Address and/or Directions to Property: („-/ a Chq 0- / Tve..)NS Property Owner(s)of Record: JAN)�LL J j' LC/1F. Telephone:3�-"37 ' — 5G Fax: A-. email: J!e(( i F( @91�'mcrl).COQ Mailing Address:�O LAN 1= e rn r2(i 0(L_T ���,e�(,,�,)�� D I �� c�S%% Applicant/Agent if different fro owner): £ Qi..Ir Af -rn C Telephone: '7791-2 ' -7 Fax: N•4- mail: jlart les ay/pv Mailing Address: n V,E_ A 912 GGr1c-f f;n What kind of Permit? (Check each box that applies ❑Lot or Road Segregation if(Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) e&Single Family ❑ Garage Attached/Detached ❑Conditional Use[C(a), C(d),or C]'" - ❑ Manufactured Home .❑ Modular - - ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address _❑ Road Approach_ ❑Short Plat*" ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑Long Plat** ❑Sign . ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes" Use Consistency Analysis ❑Plat Vacation/Alteration*" ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑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: „� DESIGNATION OF AGENT I hereby designate V I/��/ 7 /7C..7� to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: 7- 4- ACV/ y By signing this applicatio orm,the owner/ ent attests that the information provided herein,and in any attachments,is true and correct to the best of�t I 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 r"- fired later inspections. St-ffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appl .t A'•. that h= • s� a' pi r notice. '-1 / ��� Signature: l a f . rid Jai/ Date: The action or ac • s Applicant wit nde'/ke as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered spe.es 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 y•u are in complia.:`wit, th.-J- erson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer- resp• •bill ad ad : i • • nd complying with the ESA. The Applicant has read this dis aimer ands ejag ates it below. Signature: d,.LL. /LI S Date: /.- 4 --- 7 •,r • G:\PemutCenter\•±/-FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc ' 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 e re •nsi•'f.,/o the General Contractor for the proposed project. I' Signature: 1.rG( 4h �,. /r Date: '7'— I�-Zo10- GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: Gov IT* 1LI C�7%�S PHONE (20$74-7- 474 c .AX:( ) IQ MAILING ADDRESS: 23 1,,04 /6. Wt x 1 0', 141T1-iEMAIL ifoesie4 b5, / 0 e QSfr4QJ Project Type: Frame Type: Bathrooms5 114. - Shoreline: Type of Sewage Disposal: ❑ New 4dr,Wood Existing: N Pr- ❑ Sewer i<Addition ❑ Steel Proposed: Bank ❑ Community System Alteration/Remodel ❑ Concrete Total: Height: — Individual System ❑ Repair 0 Masonry SEP Permit# ell-0 44 7 ❑ Demolition ❑ Other: Bedrooms: Water Supply: . Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ,.Public �D 44 1 Total: Name of System: 1 If this is a Commercial Project you must answer the following: - � Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes I No If this is a Pro•ane Tank and/or A••liance Installation •ermit mark all items below that a••I : 1 Underground Tank 1 Above ground Tat* Size of Propane Tank: r.e • Cdl.< E-1(0.77•4101-)1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other \ Is this appliance being installed in a Manufactured!Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. • Square Footage Current Proposed For Office Use(stilt. ._ Amount Revision Main Floor Heated I qiL I 6210 i r� 1 EH Bid App Review: 1C1.60 for Heated P ``4- d L Consistency Review: to .? ,pp Other Heated h^ , Base fee: 2)5-4 /` I Mezzanine g^ NA- Additional Section: 0 D Heated Basement 1-27 A 5 o Plan Check fee: c�S � ,53Z Unheated Basement v 1d- rj1 State Surcharge fee: 4-s-o 1\ bito Other Un eate 60 1b^�_ [P Pot Water Review fee Garage/Carport 6 6 4 0 . . I T SUBTOTAL 4 .iI� s� L Decks E�J '7, ^1 'cy�- 911/Rd Approach fee: Other _ ��d21`-J��'v? TOTAL: $ 1 Receipt Number: I S` 2s c Cash/Check Number: ESTIMATED C•• - ' s Date: .Fair ma value of all labor and mate' --- elation to finish 4 1-67 /, vo U Initials: �� .utCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Pern it Application 5-29-OS.doe -Prescriptive Energy Code Compce for All Climate Zones in Washingto Project Information Contact Information Janell W, Jelliffe Leo Smith Architects 30 Lane De Chantel 3400 Harbor Ave SW Box 103 Port Townsend, WA 98368 Seattle, WA 98126 This project will use the requirements of the Prescriptive Path below and incorporate the p 1 q P 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. '4'L/``/ / n cf Authorized Representa � 3 Date 1 All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 j Glazed Fenestration SHGC n/a n/a I i Ceiling 49' 0.026 JUL 1 6 2014 J Wood Frame Wang." 21 int 0.056 �V— II_J/ Li Mass Wall R-Value' 21/21h 0.056 JEFFERSON COUNTY Floor 30g 0.029 DEPT OF COMMUNITY DE!'FLOPMENT Below Grade Week 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 1.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. 02. 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) 1a Efficient Building Envelope la 0.5 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 ❑ 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 1'1200 kwh 0.0 Total Credits 0.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf ' Table R402.1.1 Footnotes • For SI: 1 foot .=304.8 mm, ci .= continuous insulation, int.= intermediate framing. ' 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. 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. n 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. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k 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. • • 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 Janell W.Jelliffe Leo Smith Architects 30 Lane De Chantel 3400 Harbor Ave SW Box 103 Port Townsend,WA 98368 Seattle,WA 98126 Heating System Type: CForced Air Furnace ()Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Design Temperature Difference(AT) 45 t Port Townsend ,.. y � AT=Indoor(TO degrees-Outdoor Design Temp Area of Building Conditioned Floor Area Conditioned Floor Area(sq It) 626 Average Ceiling Height Conditioned Volume • • Average Ceiling Height(ft) 8.1 5,058 • Glazing and Doors U-Factor X Area = UA 0.30 232 69.60 Insulation Attic U-Factor X Area = UA I R 49 i 0.026 363 9.44 Single Rafter or Joist Vaulted Ceilings U-Factor Area UA u�uau • 0.027 263 7.10 R-38 Vented Above Grade Walls lane Figure 11 U-Factor Area UA • • • Ili R-21 v I sJ 0.056 738 41.33 • •Floors U-Factor Area UA Instructions R-30 0.029 626 18.15 Below Grade Walls(see Figure 1) U-Factor Area UA Select R-value I ,i No selection -- Slab Below Grade(see Figure fi F-Factor Length UA Select conditioning . sl No selection Slab on Grade(see Figure 1) F-Factor Len h UA . SelectR-Value No selection — Location of Ducts Duct Leakage Coefficient [-Conditioned Space v 1.00 Sum of UA 145.62 Envelope Heat Load 6,553 Btu/Hour Figure 1- Sum of UA XAT Air Leakage Heat Load 2,458 Btu I Hour VolumeX 0.6 X ATX.018 Above Grade Building Design Heat Load 9,011 Btu/Hour Air Leakage+Envelope Heat Loss Below Grads Building and Duct Heat Load 9,011 Btu/Hour Ducts in uncondd oned space:Sum of Building Heal Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 12,616 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) • • PN co JEFFERSON COUNTY D Cs C E R V E ` 1 DEPARTMENT OF COMMUNITY DEVELOPMENT SEP 2 2014 0 621 Sheridan Street • Port Townsend • Washington 9 8368 �t�s O,SO) 360/379-4450 • 3601379-4451 Fax JEFFERSON COUNTY http://www.cajefferson_wa.us/commdevelopment/ DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet `1' 1 r MLA# c3•, 14 ` O 1 PROJECT/APPLICANT NAME: 3` F LI r-Kir- 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.,SITEI Size of parcel 2— acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 'l O(06v. 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'A acres or more of Construction site for structures St70 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No Well, utilities,etc. sq/ft Does the project convert 2 Y acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sg/ft _ Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance . ri0 sq/ft Cut L V Fill (D (cu/yd) [over) stormwater Celt worksheet—REV.2i20/200e 1 • C EoV1 2 2014 impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural condition _jl 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-o tort' 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) sq/ft Structures(all roof area) 21 SO') sq/ft Sidewalks sq/ft Sidewalks tatro sq/ft Patios sq/ft Patios `Z 'c7 sq/ft Solid Decks _ sq/ft Solid Decks '°' sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads,etc OD sq/ft Other A– sq/ft Other sq/ft Total New ASS sq/ft Total Existing 11 2.0U sq/ft TOTAL NEW+TOTAL EXISTING* '2),V 50/ 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: 4– % 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. If 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 erty. v,'//4d "L N OOW E OR AUTHORIZED REPRESENTATIVE SIGN URE) (DATE) / _ � t, .......... ._ ...._rtrss'yr�y a.�.-u ...x�.. F"�lv:-kr�e sy_'L��-+PL i",yV+�}..i• 3,.s-..�iace��[4 �.�� g . .. ` fixViz a.yy A ..S stormwater talc worksheet—REV.2/20/2008 2 , • i 1 kk0.°)N coG„ JEFFERSON COUNTY I D E C C u M[E '\.�; a DEPARTMENT OF COMMUNITY DEVELOPMENT L. '"`` 621 Sheridan Street • Port Townsend • Washington 9836: JUL 1 6 2014 O 360/379-4450 • 360/379-4451 Fax "9`�trINLI_ http://www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT • Stormwater Calculation Worksheet (ALA# PROJECT/APPLICANT NAME: / g, w/I,�4t (4jZG1i 7F!� 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 2,I.& acres ,( /An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet /61 f 4 6 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 —7:3 Construction site for structures 3 `f- sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. O sglft Circle: Yes /F� Well, utilities, etc. 0 sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking,roads, etc. 0 sq/ft Zv Circle: Yes CNo .4awn' landscaping, etc. sq/ft L ( ral5 Other compacted surface, etc. 90 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance I- ( sq/ft Cut 062 Fill / (cu/yd) [over] stormwater talc worksheet Rev 9.9-2010-REV.919/2010 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 SURFAC E NEW / EXISTING �y -Structures (all roof area) - �? �/ / sq/ft Structures(all roof area) 7 " sq/ft Sidewalks "7 `�f°sq/ft Sidewalks 4-9 c_ sq/fl Patios sq/ft Patios G. sq/ft Solid Decks ' sq/ft Solid Decks /7 s /fl q (without infiltration below) (without infiltration below) Driveway, parking, roads, etc p sq/ft Driveway, parking, roads, etc 6 g2 sq/ft Other • LA/fig--(- " sq/ft Other sq/ft Total New q l o/V sq/ft Total Existing (o 4 61 J sq/ft TOTAL NEW+TOTAL EXISTING* ( 1r 1-4-17 sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT 2, Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: (9'6J% Does the site have 35%or more of existing impervious surface? Circle: Yes .11-0� 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. If 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 AUTHORIZED P''#NTATIVE SIGNATURE) (DATE) IFOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet Rev 9-9-2010—REV 9/9/2010 2 -- *• S'g • r .A.-_ Il I- MINE b4 - . ®@ ■ NliliiN _ISalll liliiiili ilt�INllilll� I , F: 4T ., \ � VIII' INIIIIIII011111INI1 LI[1 I11 _ - __ 111111► I! 9 NII�IIIIIIIIIIN�1 I � e iIIC ` 411 III tN ig MI Re5r,, . . .. !!soil!II� as ,.�� �1�11 IIIIIiIUI I. ..1c,‘. In A !! sI'oIF iNIilll N I 1INNINh 1 �1 1 '. xa•, . ' a: (s 0" I -• / I ire' S , III ► �_ 0 a�, " Ali I��. - III I • 1 x 1 K ^� 'Fi �f QUA � �I - g 4';^ /' 5- ..ri,g11 ■A a $ 'a� `a I!JiI f , i now Q 1 triE . 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''''A t:- • TN Z-- ”' t: c-- .:---,. ,1 ,c•-:•-T • 0 ,ar--,;1, •? . y, - ',„ -; • ... I .. . 74 - ,.. „ , . ., - ez, •-:,.-8 - c' . - ffl -,7-.,i ,'" r, .._ , ii : .-c 11k , . t 1 '. ' - - .--- POI " I 0 i.t/ ZI -V ■ ° it '-.• 1 ° [--.2 _..,t,' -0 '".g,. , ..•7_...A.r7 .4teiS... / '-i '------,..__ fill 6404 --•A''''-c- .'i --:==3 •- • i• . ....,..... . z. • ..;...--•------ ' Front Parcel Review • Bi_-_b\14 - 00)-1-11 Parcel 001302026 Printed: July 31, 2014 JANELL JELLIFFE Site Address(es): % NORTHERN TRUST 30 LANE DE CHANTAL PORT TOWNSEND, WA 98368 4001 TAMIAMI TRAIL PORT TOWNSEND,WA 98368 NAPLES, FL 34103-3591 PORT TOWNSEND,WA 98368 Parcel Number: 001302026 S-T-R: 30-30N-1W Total Acreage 2 Legal Description BURCHARD SHORT PLAT LOT 1 Land Use: 1100 Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM)Panel No: School District 50 Zoning: <-ZS A%� COMP PLAN DESIGNATION: A)....A• S COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property Y NO [ ] Parcel Tags or Scanned Documents lab NO 1g V . a ' • • -- U.4 i!! ' ' [ ] ESA's: Special Reports Nearby ® NO G esyt eCJ-\c t CAI ('e fr't [ ] Designated Ag YES [ ] Shoreline Designation: YES Nb [ ] Shoreline Slope Stability: Y NO I ' . I g • irr. &._' Stream Type:©NO �i — : i • r� - Sb �. .� •�• a ■ t. FWHCA: YES 63 Wetlands: YES Et Rare Plants:YES Seismic: YES Landslide:® NO °•1•t cAVA- — p seskbet c.. or 0\P NA-eC� ■ re cbia s f�A Flood: YES Erosion: YES S Aquifer Recharge Area Area(gt NO SUS C. SIPZ: none At Risk High Risk oast CMZ: o High Risk Mo e skDisconnected CMZ Stormwater site plan submitted: S 2A.1 ■ [ ] Forest Lands: YES e Adjoining Forest Lands: NO Commercial/ Rural/ Inholding [ ] Mineral Lands: YES la [ ] Agricultural Lands: YES ' [ ] Archaeology: YES [ ] No Shooting Zone: YES Q0 y [ ] Stormwater: New Impervious Surface 99C) Land Disturbing Activity 133 y 4R ESA's Stormwater Req's:Min Req#2 Min Req#1 diru#5 Min Reg#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES MRL YES o Forest Lands YEs o>� [ ] Landscaping Required: Yes [ ] Parking Spaces Re uired NO © Other I 1 Building Height: (5 UBC Standard [ ] Impervious Surface coverage�centage: 26% Resource Lands&Public: 10% Rural Residential: 25% Rural Industriller UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5.„000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified Setbacks: Front: e)pc Left Side: S pc Right Side: 5c. - Rear: 5 k+ *21)ck sekba -6r Shoreline Setback: kJ/A (Lune-pGCharr}r�[1 LSHA Setback: km [ ] Road Classification: TeNCt1c( Road Approach: EXISTING NOT READ RAP [ ] SEPA Required: YE$/A/� EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): ti es Violations: Yes e [ ] Recorded Date of Subdivision: a AFN '3-7(p[ 22.1. Over 5yrs=UDC Plat Conditions:Se . ptA-t—Crl f oj1S <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES( s..0 submitted: YES NO [ ] UGANo Protest Agreement YEJ® submitted: YE NO [ ] Site Visit conducted YES [ ] Require Final Zoning Approval YES (Na) [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in P- a.• Plan N/A Giet,f-eQ ' l o-t` Special Reports Scanned N/A M L1, )4 ' ■ Pei)a r Title Notes Updated Parcel tags found for parcel 001302026 1.) EAGLE MANAGEMEN 01/09/1995 Parcel tags found for parcel 001302026 2.) Storm Water PIa 01/09/1995 Cases Associated with APN 001302026 Review Cases Name Type Status Planner BLD14-00247 JELLIFFE P Anna Bausher Application Received: 7/18/2014 Permit Issued/Case closed: Case Finaled: REMODAL ADDITION &ALI ERACIONS TO SINGLE FAMILY RESIDENCE BLD94-00668 BURCHARD F Application Received: 9/20/1994 Permit Issued/Case closed: 10/4/1994 Case Finaled: 12/6/1995 Single Family Residence OTH93-00174 BURCHARD F Application Received: 12/16/1993 Permit Issued/Case closed: Case Finaled: 5/15/2006 Short Plat/Long Plat Review Application OTH94-00294 BURCHARD A Application Received: 9/27/1994 Permit Issued/Case closed: 9/28/1994 Case Finaled: SEP93-00417 BURCHARD F Application Received: 10/8/1993 Permit Issued/Case closed: 1/20/1995 Case Finaled: 4/25/1995 EES BY ENVIROCHECK SOM93-00417 JELLIFFE F Application Received: 4/25/1995 Permit Issued/Case closed: Case Finaled: SPA94-00005 ADAMS&BURCHARD F Application Received: 12/29/1993 Permit Issued/Case closed: 5/26/1994 Case Finaled: 10/20/1994 to subdivide an existing 5.5 acre parcel into a two(2)lot short subdivision. I he size of proposed Lot 1 is 2.36 acres; the size of proposed Lot 2 is 3.24 acres. Dedicated open space of 0.55 acres is proposed. \\tidemark\data\forms\R Parcel CRMLA.rpt 7/31/2014 Page 2 of 2 Map Output 0 Page 1 of 1 ArcIMS HTML Viewer Map s,t12t0_c%z i-y)'1, Slit r Legend ,�v Selected Features ,r JC_Roads , Parcels-H-H „_. Heritage Points 9 Ci W e s il�` rt a 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 Jul 21 14:35:13 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4..-. 7/21/2014 I Map Output ! Page 1 of 1 ArcIMS HTML Viewer Ma• ._!t s .i 4 • 1111.14: • 4 Legend _ Selected Features .. 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Legend / + Selected Features 1 --------- — JA/ JC_Roads 001302009 --S-'-`•. •t— Parcels-1-1 ` –.-- .4. �4 001301037 ONR Streams _ 001302026 44 Typa9 'a Typal Ty}ee 001302027 001-1•.,• irl 005301026 �✓ Tyra] r�� Type 2 lam~ _ Typo 1 Other 1301030 001301030 I 001301031 /./........."..°°' i t �,�,�,- fig+ r I �1 ��(� 1 005302016 001302006 Mass grandpa ey.lraappe Capay cats Serapes GtS 0 21311 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 Jul 21 14:34:32 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map T, N ' \ saos0000,_, co,w,xu ``'X, 91050a0L� �� 001300013 't _.._ 001300074 `% 1 / D0702013 ` J ' • 001301027 , I�h.e %'J , 001301036 .f 8 ' "(0130103 -\t ,\ \` Legend j' `, N i Selected Features 001302009 1--.��z- ! 1� Y Ii�e JC_Roads , -.. Parcels-H 001301037 DNR FP Stream f-1--- 001302006 \ti ClassiS cation - .._....•._ FfM lldenal - 1,..- N•Noadlvl llmna 001302027 001 ��.�• II 001301025 Np•Non.l+sh llaon al parer,nm Ns-Non fish Ilaadat Seasonal __ _ Al S•Inv.nI*ma Storel∎ne 1 H.--� IT 001301030 001301030 +I I I ? 001302017 /001301031 III 8 el —.001301031'- . - 001302006 '" 001302015 001302006 Maps Pardad M.adslm Cams Cate Se ces GS 0Nela �213(1 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 Jul 21 14:34:25 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • 41110 Page 1 of 1 ArcIMS HTML Viewer Map II 9305W}O' 930509002 34:63•5 3020.'4 CXY 3020'3 1 71.$ Legend Selected Features JC Roads Parcels-11 Shoreline Slope Stability El Stan le Intermoctote LiUnalab.le 30202/ al U1191211*Recant Lancist..v: Lin stable 0d L.SIld 301030 004 W20" N A 1;11' A)20•6 • Cams Sernols GIS 0 21331 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 Jul 21 14:36:29 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 430500001 1 t t (.10130102r3 ) . ' \\y ,\ 430500002 1\,r I I' (\�1 y} .. . 1 1 J—. 001305015 11 001347015 V 5 f ) 1 Y d. '.001302013 1 }, Y '''� � \, -O0t30t064:, 'l 001301427 1, f —_ 11 K0103/1' 1 tit \� t9 } 1► \ f Legend 'y \ ,t 1 \� I r ! \ Selected Features '\, '- I1 ( \.4 —� JC Roads ! + 001307000 y,, ' \ Ik Parcels-H 1 \ � - 1. ! I �y \\ 001301037 Contours } --- c2 } 001302026------ \_.--,\ 1J 10 F oot Contou. �` 50 Fow Contour ii e 1 i._ l'001302071 001302071 . _� -.1 I 'y 001307026 1. l _007341430 c)'/'-',ao13o1430 �__11 fj / i `64i34t49 .) /, oo (/./I IE ` 8 rb a � O0t30iO3tx q < � �i A t J.LL O V.'302VE i l �' \ V 001302000� y 113os',Med by Jla'm Cary Caf/>� -.GIS 0 31t 1' 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 Jul 21 14:33:51 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I 0013010.03 930600001_/ , __— ,i c 97730600009 r 1\001 3026;13 t �• -�� t7JAi• l 001302014 - ` \ '. 00170201$ � 00170100E 00130102? '00130103E r, ,t Legend .' Selected Features 4- \ --____ ', JC_Roads w 001'302009 r Parcels-H i ''y 00130'0?+ Landslide Hazard C) 00130202fi t s SItl S 1 Ilpn w ij` '' Noamae ,30. 20t1 001302)27 y 00190102E Sign 001301030 CO'301030 Il 001302017 Q I el m ' t0 ,- ' ..301(P31 q - cf 0015_. : 001302006 o'Y�200G i. ,a:detl m Cum, .,Se��CaS 0molm■21311 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 Jul 21 14:35:58 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 ■ Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. 036500001 __ _ 1 _.. 9005011002 - 001302013 1 4 001302014: -' 001302013 I J i ! 001301038 C4'3u'021 001301038 Legend \S Selected Features "',,,� _ JC_Raads y 00'302009 Parcels+i `. 00130.,;3, Parcel Tags+l Vt 'J I SR n 001300327: 0o1 i•.∎:.: I 001361026 °.1301030 ;001301030'. l ,x,'3320-? .00130163.'. a I - . 1 ..1 •103F 8 I C 001302_'e 001302006 001302008 , Nsr..ru.,de1 v:-:efvur.Carty Cody S rrna GS 01••■•2'311 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its ' orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 14:34:03 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 9tp500001_. r' 0013011+03 awsoo0o2 001301013 1, �._.•305.1."s III01. 001302013 rz z,...- . mow`4 '1, - 11710 001301038 ''+ 001301027 F. ',00130/008 I \\ / ',, n SU cM0 features -- JC Roadie 001302009 t —'.- Ii I Parcels+) d - 007302026 5 00'30'01, . Bald Eagle Nests Q Bald Eagle Butters 0" 14 ,. am. 66P Butler 1q. 'I 310'Buffer 001302021 ODt.,; \ ...._. 001301028 001301030 001301030 i_t____—_....__ J 001302017 001301031 IJ 8 rg ii m 30`0 cc xzas _ _._.. _ 0o13' ••.3 001302006 11se_:ra-aotl T'+dlvsuri Canty Cmre fnecm CA' n 2,341 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 Jul 21 14:35:36 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map /t/ /\ N j / \. ,/' \ 1 i 930600006 Y \ 6013060 _ ��,'-'-if 4 i i' 4- .0013 u 20 ' i`` 001302013 � / i� s} !r 1 \ 4 /f 0/61301000 ,\ , 001301027 1,001301036 , \ ` ,` 5` � \ ',. Legend \.� ,/J ,/ \1 Selected Features N. "�G� \Y--a —.� Lots 00130266D.�_ ,..1 A� _,r' JC_Roe ds r fr� 001301007 Parcels-H r ®1, 001302026 /' \ `" �i Ms1 \ _ _ is ` G0i906027 001�, ��_ 001301066 1 r-� 001301030 001301030 I frf 00130201? II\ 1 i 001301031 8 . i .001301031' -- -- I I --�'y i 001302016 —�— 001302006 001302006 Naps wowed by.amsm Carty Gran Samoa ca,5 0 21311 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 Jul 21 14:33:40 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I 930600001 `. 9./ 's 001301033" I�lN�V1IN�I�.1 1115 t. I 93060000a ` _'f5'L'.!K?• 001302013 \ 4,'1 '' i 001302014 Zr �\ ----------- 001302013 00130103E \. 7� 001301027 J i • � '001301030•. , , ' � \ 1 Legend •� t� / 1, ,\ ^ Selected Features J __. 1'�--___ —y� JC_ROads 007302009 '..v •.� Parcals+l � �y 001301037 7 Soiled \ 001302026 4, f Ai ---., 1 001302071 001 +•..• I \ 001301026 s r � 1l _ 001301030 001301090 1, \ I s,• \\ 't 001302017 001301031 \ '\ CO 11.0 \ ii 1 ,ti_ --__—_. -f A 001301031-� I J J 0::°302'2.6 it __------ x01302006 MM.";3'n:,abd z+,_c c eoi Carp CO**SsVo6t G6 !,1 j 2'Al 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 Jul 21 14:34:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map . \ „ 001301003 930500001,." I \ \ ----- 930500002 /.1 % \ r , \ 001305015 001302013 I. . . .,..\ \ , . \ ' _ - 001302W1 ,' r\ \ .,,,,.._,..--r.r."'"'•-- -.- rn- '.. 00113 ,.,-1- ..-- 00 \ ..-- 7.-1fi'tj 1301027 001301093 001301038 .. , . ,.. Legend Selected Features ' \ JC_Roads Parcels-H __ 's.% 't 11, i . 001301037 Critical Aquifer Recharge 001302026 t Areas fr , .,_ ■-------• SUSS s Ii NI( • II SA 1,1 ,,..,....----.— I. .40/00Ir i R PA•SUSC 00 130202! 001 "-"' 1 001301026 E SUSC . 1 M SAR PA ,------ I _____------. i1 SAR PA•LINK , 1 -------- .,-------- \ 1 001301030 001301030 \ 1 1 I I I / I 001301031 t il a , _______ C01301031 ---- ----- - 1 If 001302006 i\ ( 001302016 001302006 i 1,14us-:r ch-ckd ay.66arscrl Cram)/Cartn0 Ss ces GIS 0 INEN111■21311 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 Jul 21 14:36:13 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 99050000,_; \ 001301003 1 1302013 \ 001305015 00 i k 00•,3o11'-0 yi" - 001302013 ' f` '.,� 00,30f02T IV 1 liy't i; 001301038 ,t 001301008 ti. Legend ' Selected Features 1'.. -- JC_Roads 0013020011 1 Parcels-H r t 001301037 SIPZ 001301020 !— 2 �t At R,sR SW/ y -- r �" t �__- _.___ .... ■ than R.st SWZ w y 6 n DawmmnngnM SIP/ .---- S 001302027 Ou znit.-- 001301026 El Coastal SWZ f •.J 001301030 001301030 Jr 11 301017 001301031 ;� $ (1 001301031 'IA ___-- ! 001302016 001302006 001302008 Man 7ondof Cry.reflewl Casey Cent*Ses+oa Gt5 0 21311 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 Jul 21 14:36:45 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 M Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map CO'30'003 r 9iuxxx(iz OD'3i;!ra'!: 1,.1 t7.• gillyiL 3020'4 a.at. \ \ 00'3020'3 $? 4 M ibilliiiiiiiiiiih\ 001301o38 '\ (:0:301005 a Legend k . Selected Features 1 JC_Raads 1.s \t C4•..302(704 Parcels+1 I 3_•:,,.1 USGS Topos 0 001J020m6 ' W'302021- 00'302021 (X)"3D".025 .t •� 00'.k. 3* C g i .J ( f , C 00130 03' c C> (x'3020'6 0(713020CK 4 OO1302Q'r — U,vs�'o._ A'..e�is.m CorryG_ Svvccs GtS 2311 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 Jul 21 14:37:42 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map ,4ir it ,1,,,, ,,,, e xzoa i d ,,,., r 1,,,,--". �t f IA-- •yam+#+ d 1 fy `y 1, Legend Selected Features JC Roads y Parcels-H fir N v. Q t y Alms 5eaMtiv:_eti..a-r_-urr.:Cc c�z'. -:.,6 2<Sft 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 Jul 21 14:38:21 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map Legend Selected Features JC_Roads Parcels-R County Zoning :.,-:H • NPR.SF Traps Rural Rasalantal 1:5 Rural Restdwti 1:10 00'3020'4 Rural Rasaantra 1:20 YPR.Sa10k FamiN NPRAIuarlamrry NPR Rasa,"Comoros __ .... - Parts and Rwroatun ■ YPR-OOan Spate Rural Form • Comnx ca:Far._. C<'yD2.py2 In nog mg Fares: IIaaVY InduNra 00' _e` — Airport LPF ha t NPR-VNage Center AP 1:20 i Rural Wage Canter i%11301 t2! CC'Y'XJ2l . Ream roe Bare Ind Lpel Induoru NPR-Reerdfwn Waste Mgmt LPF LvJ.Y C•:1C rr•y;,i'r.,+�i Lt'Y rJ''YJ'.C3' •� Crassroads-GC C roazroads CC Crnasroads-NC ■ AL 1:20 m '_{;.•.Y..'2s - E771 UGA Ulan Commercra CO'302006 001302006 UGA-Ur0.rn Lpet Ineuatrar '.I:.v.av:.bd a..c Wtcr,Corny Ce t a::c'.:cc GIS 01011111•11=111111111011•110 2'+71 UGA.NBR UGA•IIUR UGA-Pupac UGA-LCR UGA VlsnarOrenttlCommerca - r YPR•BRN Braman CF 82YRLO Conlmerc. Form N metal Resource Owray 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 Jul 21 14:36:59 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 000500001-.<. , \ i '1623°"°3% I 00,9660,5 \ 0013029'13 .� __ p^, I) 1 .,`001302014 \ \1-,---------------- .t 001302019 , - . • 1` /� ,o0130,o98 ''•`,..,1 001301027 "4-. M IP 1 '•,00,30,0°51 / Legend `., �„ \, — u Selected Features Lots 001302009 JC_Roads O.1 1� 001301037 T Parcels.H . � i.--''� i 001304626 f'- - I, I py'I , ti ` 001302027 , ' - 001. / 001301026 -- I 001301030 001301030 I I o �� 00130201l 001301031 II o� �- "130"31-~ x 001302016 `- - 001302006 el 00,302606 Slat Fronded by hiersan Carty Cow*Senecas GIS ®21O 1 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 Aug 04 11:38:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 8/4/2014 road Page 1 of 1 • • ADDRESS INFORMATION FOR 30 LANE DE CHANTAL ROAD NUMBER:P187 ROAD NAME:LANE DE CHANTAL ADDRESS:30 APT: REAL MILE POST:0.03 APPLICANT:BURCHARD,MICHAEL ADDRESS CREATION DATE:10/25/89 PARCEL: LEGAL:LOT 19 GRID:B-2-I FIRE DIST:6 ZIP:98368 POSTAL DISTRICT:PORT TOWNSEND PLANNING AREA:5 VOTING DIST:106 CEMETERY DIST:- HOSPITAL DIST: SCHOOL DIST:50 WATER DIST: SITE LONGITUDE: SITE LATITUDE: SITE COORDINATE TYPE: ACCESS LONGITUDE: ACCESS LATITUDE: MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD NUMBER=P187&ADDRESS=30 7/29/2014 • v1. 26 _3 76184- BURCHARD SHORT.PLAT SPAs4-0OQy SECTION 30, TOWNSHIP 30 NORTH. RANGE 1 WEST W M JEFFERSON COUNTY, WASHINGTON T/!/5 PLAT I5 BASED 00/A SURVEY ON THE WASH/ROTOR COOROM4TE STETS, �j�.i Aw0/1960.^IA TE5 -- ORr0 OF I9o?,NORTH 50NC. ALL BEAR//I65 ARE ARLAT/✓E TO BADO ORR, WM CAR ALL O/Sr NCES ARE ReDUCE0 TO SAES 6.s0. E/TED NHS SVRVEI \ PL4T�ii 26L1'.BG S \ '-',5 3b '4fA., Ar. � YR r7 _NBD'.H OG'E 1710 ‘).\ \ On "TL3R.Er 2 „`, eEj°j5V 84 ve E° • a• In i... —. i N C wi ''' �, �u �\ VICINITY MAP R.. f GJ,--,Jr.�0 ��\ e. AC. 0 WO OA NOT TO SCALE :,lf F'YL. G!}!9 Y 30 CANE LifRANTAC m\O gn,� 1J 'b ' ;4' 1•,,7'' �ICL 1' R �PJ/r t pl LOT 2 A -r�yr .` LNr11. I I` . B.C4 AC, v 1 C `•.1.- /53 GANG O CHMNTAL GS, Z H•::fi _- N' II E 9/� FA U N : ..,"°‘E:::-.-..T. n DC :::,,,*o, 1 6 ...)eyCn�( L 113,4\ _ 3/C.�r i4Z /� \ yy�{ OOis ......... _.5l3D rlE PAR'' v(/1",� �rL'.��v��/ p0�•-,:"w„o.. .4.6, IQv t"-.,: ,�{' IFS;FNO a 51--" I DEMOTES EASEMENT FOR/NSRES,,EG.PESS AND u -4„. r { UTILITY PURPOSES AS DELINEATED ON THE FACE OF SURVEY RECORDED N VOLUME R E a OF SVEY9, CA rIl { MK/CO AND AUO/TUN'S FINE N/nsa 9O7Il3. D� ' / { • FOWI'D S/e•RESAR WNW PLASTic SURVEY CAR 3 q STAMFEO^NT/BROWN PCS IOWA-MR 1NLW4EB j+r�YL_ e, { Cr SORVs-/C PARE/eB. LLJ7 II II { ■ FIXR/O SjN'RCMR WITH/YAiTR swVGr e4R ,dad,.. I STAMPED^NT/wGSARY NS sem*”. I ( \ / ‘‘y". ' �i •SEE VOLLN,S or ELD EY5 R16ESE SCALE W FEET I J v lV\/ FW OwY n S/ ON N 6Af (RO AvOr TORS • SET Sh.,.EBAR AST./PuMn0 SURVY CAP S AWPED LICE NUroBCR.Tipy6) _ -WAGTER9 44 GGMR.' i OESCR/PT/ON THIS SURVEY WAS ACCd',PL/SHEO BY F/EGO TRAVERSE/1ETNpos U5/NO A /SECOND PARCEL/S A JWVEY RECTROED IN VOLUME a OF Ow VSYS,ARSE/G6,RECORDED AND/OR 5 Satdv0 THEOD0'./TE AND 454/NFR4RE0 0,3TANCE MCA5URM1V0 DEVICE CINDER AVERT/DRS,NE NO 307/73 RE[ORCS OL JE/YCSSO,v MUNTY W SH/NSTOI WITH SCWIC DISTANCES MEASURED■/TR A STEEL CHAIN. SE/h9 A MPhDV OF SEC7/076 is ALD 40, TODIGNILE 30 00RTN,RAMIE/1...E5T RR, - JEFFCRSOV COUNTY WASH/N6/ON SAD Ama-EL ALSO Souls IDENN AS~cc_/SP. ARIROVALH OR RE-6URVEV EF 5A/0 PARCEL 66c666E6/N YV//IE S OF SURIEYR ARK!e ANROVED W/TH.INSPECT TO 02AStMNK■/TN TAr.yIMT PLAT RELDENNENTS or CINDER AVO/ToRS FILE NO S0536, RECORDS OL✓EFKRSON CouHTY WASINGST.W, THE JE/FFlypv Ow-Wry SVSD/Vr5/ON 6P666/666 _ B/ - T 661C, /,RICNaRD M.W4CTER3 DF N0RTN WES TERN TERRITORIES,//.O,HERESY CERn/Y THAT 0 /., / _ /AM REGISTERED.46 A LARD ERG/ENDO EY THE STATE OF WA.YN/.STON ARO 0C- •T T.-n ^" CLARE T TINS LAND DIVISION IS B4SE0 ON AN ACTUAL SURVEY OF THE LAND ( � �_a 0E6C/riSEO HEREW CCWOUCTEO Sr ME OR UNOCR MY SU/CRVASION 744T THE ; DISTANCES,COURSES NJO ANGLES AFC SOWN TNEPEL/v coRRECrL%Aolc THAT AORCOM-O/,Sr TH6 JELYERSON COLD".OOSPO 90 COM/f/SNI/E S TH/9�OAY OF /'4000 KNTS OTHER TN4N TNPSE MONVMCNTS APPROVE.,FOR SETT/N6 AT 4 l'„Nt Din ',,q/ I•LATER OAT.NA✓E BEEN SCT ANO CAT CORNERS STAKED d✓THE OROUNO 45 C/I w mr R'( OEP/CTEO ON THE SNORT PLAT ' oMAAr�dd71 -- DrryF cZ45 /IFIl W"a ATTEST'. r KILN //547605 OM W crE EBOAAO DF m/W...w/cW.Rs P - 4 RATE JD c AND OR ¢ a ��� I 9 c/ceuss . NWy AL e.R esooa/! rA+n- 0 1)O N #9.4,,,,,.4,..,0:,:9, 776 PEER'SN�RT)//�CA�� u ALLND°" ,,Vi�//,PR/J7.AIA/J A ..J4 TREnSUKR 0,✓EFEERSON COwT.,W4Y/- O uwu.2o W .J /ANTO/J, HEREBYIERT/Fnr�/�',/'4T!-YES ON THE ABOVE To D 3 / C/LO/N6 THE YEAR I9'(Y NAVE SEEN M / MY 0.. E. DECLARATION ma�yV,,'A{/ MAON ALL PERSONS Sr THESE PRESENTS-.or THE t/OEARVEYEO O WNCRE/N f� -341,64 EGGE4 Y TREAS., 11-` INTEREST OF THE NAN0 HEREIN CESCR/SEO DECLARE TN 3N NAT DOOR,' AT TO OE FIL/NQ RECORD - v1 CREATED EN CDR FREE WILL AND CONSENT WE 4/SO SRANT UMO L0T OW.7FR5 .1 WIT NN TN/S SNORT PLAT THE R/ /IT TO LISE C/SEMENT3 A5 PCATTCp FOR THE F/LEF'GOP RECORO Sr THE REQUEST OF��II�1DS� '♦33YRV.r.1 1 TN/S AS OWNERS POSES NOTED HEREON 1:1_1(5Y or�}r..Oe ,PJJ_Ao AT�MINUTE6 MS? / O'CGOC6 ...M. 61 r- 4/i�yy pp/�u�, O /I d.. AclrN{�m �/IVSr. AND RECLRDEO/N vow-ERIE....._OF 6NMT PLATS, FASEla LS)_, AS.OROS OF '•1 -f N EL Y L�S,,,,, A ...at Seako j eir--e wIE ✓EF---0,--: ' •44S""97'9✓, 0 .),12 RE r yRRt Eg /HARD N `/ � )°/A� � cCUNTY AUDITOR DESIGNED BT. "IJ .)."1",,,.■4-yl'^' ./../J°/'°P` ,:� NORTHWESTERN TERRITORIES,INC. DRAWN CY, KARENANR woorno,oS BURCHARD SHORT PLAT "� vC.7/1 PLAT CHECK Br: .NWCa.L Ar.ivau.�•+••,,,3 ."':^^".^""" FINIL CHECK BY. •SPA54-0005 s,,,,,r Cr a-t+.ao IOrEO-`+l M� 1 e.,,y_...}.1I. �. „r rtwrr.wrwrx.u.rrw.,/ ,.•rH,IT+ • Val. 3927 BURCHARD SHORT PLAT 6R454-000.5 SECTION 30, TOWNSHIP 30 NORTH, RANGE I WEST W M. JEFFERSON COUNTY, WASHINGTON TVOTICE TO POTENTIAL RJRCMAffff/ 0,7 LOTS or L TE0 Sr/N A/SHORT P/-AT OR SamSCOLIENT Tare LUIS CKATEO en fOTOC A ALL OEVfLOPMENT ACT/NTY 0/716 TWO MUMO.GO(DOD)FEET OF THE O CHANRY 0.06* 0/LOTS /16WN HEREON ARE SU,0074 TO TN6 RESTR/CT/DVS'4YCOfOEO N16M WATER MKM OF LY4COEAN oar/S SUS+ECT TO PR/CR REVIEW 010 AMfOVAL UNOE9 AUOIiORA FI[6 NVM SET'S 3OTL9/r 3/fOTB AN02•I{L IHZ BY JEFFERSON DOLAT, MIS INCLUDES CONSTRUCTION 0,ETYPAYO./'TOO/FICATIOH OR S.NCTORES, R0A0 CWTRuCTION, 6610/N6.EXCAVATIOM,OR F4/NE OR COM STRICT/ON CC SEHNMEAOS POLLS. OR BEACH ACCESS STA/ROMYS OY PATHS aR- EC6EJ/NaTO [CHASERS SHOULD CONTACT THE.EF8ER5011 COUNTY PLANN//S ANO M//40014 STATE OF WASY/NfiTON 1 OEp4RTMEMT 0OR■NFORMATIdt 194 B F/T/OT TO THE CO,fiYb10EMEIIT OF ANY OrMEJ LAND OHTORSIUG ACT/v/T/tS COUNTY OF CLAUt•LM I uJ AN0 AMOR TO ISSUANCE OF A fuNOINS KRM/T WITHIN THAS SYBO/✓11/M//THE TN/S 9 TD CERTIFY THAT OA!TNAS lTM' OAT Or OL/TOa ER 7S�,1EF04C PROPERTY OWNERCS)SMALL SWIM"-A STORMIVATER SITE PUN IN ACCORLMNC6 MS, THE UN06R561VE0, A NOTARY P✓BCIC IN AMO FOR THE STATE OF WASI/U/ W ITH THE WASH/NSTO!STATE OF•PARTME/VT OF ECOLOLY STORM MATER/4ANA6E- TON. DULY COMMAS/6V60 ANC,SWORN, PERSONALLY APAEARE0 MICHAEL A_ MCNT MANUA, (CURRENT ED/T/0/0 TO THE JEFFERSON COUNTY DEPARTMKNT EDAHO AS TOME KNOWN V BL THE To ma WNO EXECOTCO THE FORE- OF AVSLIC WOOFS FOR REVIEW AND APPROVAL. 7745,/4 76.1.5 I//S PRO A/40 WLUNTAR TO 7. THAT 50 5/0NE0 AND 5 5 CEO C. ALL OR IM Or 0*AS SOILS PRAC CE LE AFTER CD S SECO'ME ALL / ANCHOR MfKUIINV 131001 A9 fiACTICAft6 AFTER COYSTROCTiON. A 04 0565 11 NS FREE AMP VCL//NTA4Y ACT ANO OEFIJ FD9 THE 11505 AND 61.7.00065 AND 6TO/PP60 AREAS SHOULD SE RE-PLANTED NUM GEEP ROOTED PORFO16f THEREIN MENOONEO OAY AN0 YEAR FIRST WRITTEN 6.0000LOMSR. A5075 r MY MANS AND OFF/CIA[ O NO MRS THAN FIFTY PERCENT(Sot) OF THE TREES ON THE WTER•'ARO SHORE ABOVE. QP, /C hqT OF THE LOT AOJO/N/Mf O/SCO/RY SAY SMALL 6C TT/MMCO or TO K0. a E HALO EAE E SITE MANASEMENT P4AN. FOR THE uPICR 60T TW6 ON CARS • SCORSE R0A0 PRIOR TO ANY F fR SITE CLEAR/NO ACi/v/TY OR COVQTROCT 1/"y:/••i r - /N ALIO C.• THE PPOPONEWT ANO/O•P90PERTY O Wr16 )MLA".ENTER INTO A 5440 EAM.E NO L• J. ...�eTY. 4 Of WASHHISRLN SITE/•/ACTNEMEAG PL AM W/TN OCA ED 611 MIN 075 76 ET 00TMENT IT NI/-OL/FE RrAI 0 AT DTILT ANOEHCS /F AN ACT/0 76,I. 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K 0 `\ 1 8:: M II Sd V14.y „$ te (Mt - NOS -Of VI MN) $Z` ..5g 3$ 8 _ aga V ; —�f " ` W s i' O U x x y O At isa FOOD .0 q— . . s--2.?gx da .. .I 2 yi 3 _ 4" l�lz elii u 8 ` Wo a.' W — .0 N°V- D -i o'xil o< i �'" it %3 a, z<m or Wa 'u i o0l04 S ibm� :`n .3 S U o�p x_ o sy. 6 of}{.¢ N4O84 8 — IS <y:U.3YdgEu66~ 3 <oxw� o x� C€'6'x; '2'0- °lsii o �LL-9'6. u • • JEFFERSON COUNTY ( ,,-- , '"r� DEPARTMENT OF COMMUNITY ` DEVELOPMENT . ' 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitydevelopment `fr`r ' 4, Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 4, 2014 JANELL JELLIFFE 30 LANE DECHANTEL PORT TOWNSEND WA 98368 RE: SITE ADDRESS: 30 LANE DE CHANTAL CASE#: BLD14-00247 Dear JANELL JELLIFFE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Jefferson County has mapped a portion of your parcel as a geologically hazardous area. Please submit a Geotechinical report prepared by a qualified professional with a state stamp that addresses Chapter 18.22 JCC. All new development needs to address stormwater control. The site plan submited on July 28, 2014 does not address current or proposed stormwater control. Please submit a revised site plan that addresses stormwater based on the 2012 Ecology Stormwater Management Manual for Western Washington. If you have any questions you can contact me by phone at 360.379.4454 or by email at abausher @co.jefferson.wa.us Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 11/2/2014. As required by Jefferson County Code, JCC 18.40.110(3) and (6), if the information is not submitted or additional time to submit the required information within the ninety(90) calendar day period is not requested, the application would be considered abandoned and therefore withdrawn and application fees will be forfeited. Jefferson County Code provides that the Department of Community Development shall not be responsible for notifying the applicant of an impending expiration, thus any further notification would not be forthcoming. Sincerely, tZwza Mal et Department of Community Development Staff c: File LEO SMITH \\tidemark\data\forms\F_MLT_Addlnfo_Requst.rpt 8/4/2014 Kelley 5hiel s Inc . Custom Building * design Incorporated Shields established 1 a S 5 Kelley orated Dennis M. Kelley August 30, 2014, jj$ `(�_,, E �/�vE President Dennis A. Shields TO: Anna Bausher SEP 2 2014 Vice President RE: Jelliffe, BLD14-00247 DEPT OF CO,�M NNITY DE1rr1tfPMENT Dear Ms. Bausher, Janell Jelliffe has asked me to address for her the items listed out in your letter to her of August 4, 2014 per the following: • To address the geological hazard issue we asked Dan McShane of the Stratum Group to address the issue. His report is enclosed. He is also sending along a stamped copy that I will forward to you when received. • To address the stormwater issue I have enclosed a site plan indicating the current drainage situation and what we propose for the new area. The existing impervious drainage is collected via 4" pipes and then two pipes discharge in to a vegetated area on the south side of the house. We observed this when we did out site walk-thru with Dan McShane.The drains look like they're working just fine and the water dissipates in to the vegetated zone. For the new impervious area being created, 450 SF, we propose to direct this water via 4" pipe to a drywell on the north side of the house. Mr. McShane approved this location and it's shown on the enclosed plot plan. Another item that I've enclosed is an EES prepared by Shold Excavating that the health department requested. I believe this was sent electronically to the health department but I included a copy for your records. If you have any questions please do not hesitate to call. Sincerely, Kola Point Professional Building 260 Kala Point Drive Dennis Shields Port Townsend WA 98368 Cc:Janell Jelliffe, Leo Smith Phone 360/385-7156 Fax360/385-3115 Certified Professional 13u dinq 17signrs American Institute of 13uildinca l7esign www.kelleyshields.com National Council of E3ulldinq 17esiciner Certification • • h 14 -c o 2117 STRATUM GROUP P.O.Box 2546,Bellingham, WA 98227 Phone(360)714-9409 August 28, 2014 �7 Janell Jelliffe D E o E u V E 30 Lane DeChantel Port Townsend, WA 98368 SEP - 8 2014 Re: Geology Hazard Assessment Jefferson County Parcel: 001302026 JEFFERSON COUNTY 30 Lane DeChantel DEPT.Of COMMUNITY DEVELOPMENT Port Townsend, WA Dear Ms. Jelliffe: Stratum Group is pleased to present the results of our geology hazard assessment of the above referenced property. It is my understanding that you are planning to add an addition to the existing home on the site. The purpose of this geology assessment was to evaluate the potential geologic risk at the property and determine if the proposed addition will be at risk from landslides or increase the risk of landslides. Based on my geology hazard assessment of the slope and geologic conditions there is no landslide risk on the site 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 and relevant conditions in the vicinity of the property. 2) Observed surface soil conditions on the slopes of the subject property and vicinity by excavating shallow hand dug test pits and observing test pits that had been excavated for the drainfield investigation. 3) Reviewed available geologic mapping and other pertinent information for the site and vicinity including our own notes on geology in the vicinity. 4) Prepared this report summarizing our findings and recommendations for site development. 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), 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, II August 28,2014 L201 Tax Parcel 001302026,Jefferson Coun ,WA Geology Hazard Assessment OMMUNITY DEVELOPMENT 2005) and the Geologic Map of Northeastern Jefferson County, Washington (Gayer, 1976)all indicate that the property is underlain by glacial advance outwash. The glacial advance outwash was deposited by meltwater streams and rivers as the glacial ice advanced towards the area during the early stages of the last glacial period approximately 18,000 years ago. My observations on the site are consistent with the above mapping. The property is underlain by glacial advance outwash sands and gravels. Schasse and Slaughter(2005) also map pre-Fraser glacial and non glacial deposits on the steep shoreline.bluff to the east of the property that are were deposited by streams and rivers prior to the last glacial period and includes a glacial drift deposit near portions of the base of the slope that may be related to the Possession drift, an ice age deposit from possibly 60,000 years ago. Schasse and Slaughter(2005) also note landslides on this steep shoreline bluff slope. I would concur with the mapping of the bluff and noted organic rich units that suggest at least portions of the bluff sediment are non glacial and there is also a limited exposure of glacial drift at the base of a limited section of the bluff. There are also deep-seated landslides of various but relatively recent ages including a slide that took place post Schasse and Slaughter(2005) mapping and another deep-seated slide that took place in 1998(?)that I observed a few months after the slide took place. The deep seated landslides appear to be associated with dialation and fracturing of a series of lake silts approximately 40 to 50 feet up the bluff face. As this unit fractures and fails units above have collapsed down the slope and headwall features have progressed up the slope from the failure areas. SPECIFIC SITE OBSERVATIONS The existing home is accessed off of Lane DeChantel. Lane DeChantel is located on the south side of the site and then cuts across the lower west end of the property. The home is located on very gentle sloped ground above the road. Slopes near the home slope down and away from the existing home to the south towards DeChantel, west towards the shoreline bluff slope located to the west of the subject property and to the north towards a dry swale. No indication of surface water flow is present in the swale area and it is likely a remnant, no longer active stream route that formed during the late stages of the glacial recession. There are a number of these dry no longer active valley swales on the east side of Discovery Bay in the vicinity. The proposed home addition is located on the north side of the existing home on very gentle slope ground with a slope of approximately 15 degrees to the north towards the low swale area described above. The slope is underlain by sand and gravel and there are no indications of slope Stratum Group File:8.27.14 • • August 28,2014 Tax Parcel 001302026,Jefferson County,WA Geology Hazard Assessment movement. No indications of slope movement are present on the site and LiDAR imagery does not indicate any large scale landslide areas on the subject property. A high, steep, shoreline bluff is located to the west of the subject property off site. Due to past large scale failures on this steep shoreline bluff,the shoreline and shoreline bluff was visited to assess if the large scale landslides associated with this bluff could impact the subject property. The steep shoreline bluff is underlain by stratified sands and silts with some minor gravel units. There is an organic-rich zone within a portion of the bluff face and there is a very limited exposure of glacial drift deposits at the base of the bluff. Recent slope failures are evident including a large landslide deposit that covers the beach that took place approximately 2 years ago. Another large slide of similar scale took place at this bluff in approximately 1998. A silt/clay unit approximately 40 feet up the bluff face and approximately 20 feet thick appears to be highly fractured and portions of the unit appear to have been dialated from wetting and drying such that the unit has failed in place with the slope above collapsing down and over the failure area. The geometry of the slides appears to be a small scale rotational block within the silt/clay with a deep-seated slab failure above progressing up the slope. The depth of the slabs appears to be on the order of 30 feet, the slabs are parallel to the overall slope. The overall driver of the slope failures is the undermining of the steep shoreline bluff by shore erosion. The rate of erosion is not rapid, but over time does set up the steep conditions that lead to the bluff failures. • �I COL 11 11 SEP - 8 2014 1 JE,rERSON COL,:\ Y DEPT.OF CVIMUNITY DPELOPMENT Stratum Group File:8.27.14 • • August 28,2014 Tax Parcel 001302026,Jefferson County,WA Geology Hazard Assessment CONCLUSIONS AND RECOMMENDATIONS Based on my visual inspection of the slope on the subject property and area, I conclude that the site is not in a landslide hazard area and the proposed addition will and existing home will not be at risk from slope failures or erosion and will increase the risk of slope failures or erosion. The deep-seated large scale failures on the shoreline bluff to the west are not a threat to the subject property and will not impact the property for at least 100 years or more. 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, • Stratum Group , �� 0 A`"y�e Dan McShane, M.Sc., L.E.G. W : '�''� ` , Licensed Engineering Geologist " t ?< hit Mc3ham Stratum Group File:8.27.14 • • Shold Excavating Inc, PO Box 179 360-385-0480 Port Hadlock, WA 98339 PROPERTY INFORMATION Location:30 Lane De Chantel Port Townsend Tax ID:001302026 Mali To: JANELL JELLIFFE 1201 3RD AVE STE 5010 Use: SEATTLE,WA 981013202 Owner:JANELL JELLIFFE ON ID:SOM93-00417 F°Id ONSITE SEWAGE SYSTEM INSPECTION REPORT Fold Here Here Inspected:08/21/2014 - Inspection Type:ROUTINE - Correction Status:No corrections needed Company: Certification-Level 2 Work Performed By: Submitted 08/22/2014 by: Shold Excavating Inc. Timothy Johnson Timothy Johnson This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES No Deficiencies Noted GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected All Components accessible for maintenance,secure and in good condition: YES Surfacing effluent from any component(including mound seepage): _ -- ___-- NO Components appear to be watertight-no visual leaks: - - _-- _...._....... _...... YES Improper encroachment(roads,buildings,etc.)onto component(s): - NO Component settlin g problems observed:rved: - _- Abnormal din -_.......... .. ............. _ pon g present for one or more of the disposal components NO Subsurface components adequately covered YES • Owner compliance issues noted -- '" --"'� N/A Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments NO - - Occupant compliance problem(occupant not operating the system properly). If YES,describe in notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection? N/A (If NO,describe In notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located drawing(If P PP per as-built/record drawl If NO,describe YES in notes). If no as-built exists or changes made state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, NO describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO __-- - _i... _._..... __ ....__.... Is the SEP case in a finaled/completed status?(if NO explain in comments) YES ONSITE SEWAGE SYSTEM INSPECTION DETAIL TANK:Septic Tank-2 Compartment,Manufacturer— Local Manufacturer-Concrete Manufacturer: Local Manufacturer Model:Concrete This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): N/A Compartment 1 Scum accumulation(Inches,if other specify): 2 Effluent filter/screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): 4 Compartment 2 Scum accumulation(Inches,if other specify): 0 Compartment 2 Sludge accumulation(Inches,if other specify): 4 This report indicates certain characteristics of the ensile sewage system at the time°t visit.In no way is this report a guarantee Of operation or future performance. ReportlD:393697 View inspection reports online at www.onlinerme.com Page 1 of 2 • • Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: o Grainfield:Gravity This component was: Fully Inspected Component appears to be functioning as intended: YES Pending present?If YES explain in comments: NO This report indicates certain characteristics of the onsife sewage system at the time of visit In no way is this report a guarantee of operation or future performance, ReportiD:393697 View inspection reports online at www.onlinerrne.com Page 2 of 2 _ ' ce, 1 ,:-;C:$ • , ___:d 7, .. cn -____ . --_______ ,....-,•2.ii C) '1:1 - rri a 1 t-rip:J w r-4 %- N, , :).c7 - i 1 E — <6 . - Z' ."-- czi I / _.----- -- , z — ,....< \ m-i -P. rrl -------- - ,\ -,... ..)\ \. -0 ' 3 -- - t h'''" f s., i , -________ -- L ---\ I--.. —1--1-C/r - 4_ .... . -- k-'-' 7- ,-z: \ 4-- V _.\ - _ . . 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A_ __ .,, -k\-‘ .., z :, ,_ ::::„:.:,,,,), ---,Amok , 0' / rk PA-.. ___„........---- ...1 cr Ap 0 7,4, Li , 0 to ..., p.1,07, -.-- ' -(1."1/7 \:;.,4-- ''.7=\(, , (--:' k\ \ 0 • ---Ae2-c, 9 ' -- ,-, 1 - ---.-- 3 -....... , A, • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OLD 14 - 00;24-7 OWNER JCLL)F t JOB LOCATION 36 LA hi& Del 6/Ai NTFL Inspection of this structure has found the following violations: V 3 LI c A rve A) [J N c I:31 L _ fiezir c-x7010 rS NEED E U, A-r r L P (N.4/N Ei.1T.�c14NCEr �, + �7r- AT /Ia4<SE- 5108 6F Ti ,/,',GS il t; Air ix A.)0),c.4 Ar -r;,1". e F ETA f -5 'J (LdvtjJS s i uE, (2) ItZ0,56 /Gn A'0D,¢-c 5F-5.s .1.',4A.) -rc.) ±3d " You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. / Date /,5//6 Inspect. - _�„_ BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE (360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE . S Jefferson County Building Division Permit Number: BLD14-00247 Applicant: JELLIFFE 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 day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes • Setbacks 0,61 ji Foundation Footing b,0411 Foundation Stem Wall y / � �°7 Underground Plumbing �� '� � Under Floor Framing ) S• traps(hold downs) Ext. Shear Wall Nailing 1-2_111(N- R• ough-in Plumbing t 1aJl IS y 3 6 -j5 FAIL— t � vAw eeY A7 F• raming sC .AdP B• locking Airseal Insulation:Walls A �✓ DL- Insulation: Floors 7 /5)1s Insulation: Ceiling J15115J * Int.Shear Wall Nailing N W• allboard Nailing Gas Line: Interior G• as Line: Exterior P• ropane Tank H• eat/Chimney Clearance vent from gas fireplace S• moke&CO 7/29/z 01 p 7/ib5 Septic 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 7//b/L5 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00247 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 for a remodal addition and alerations to an existing single family residence application on September 2, 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 September 3, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This approval is for a building permit for a remodal addition and alterations to an existing single family residence 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.) The identified Fish and Wildlife Habitat Area (Type 5 Stream: Non-fish habitat), shall maintain a vegetative buffer setback of 50 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the new additions. The new additions are outside of this 50 feet buffer setback. 5.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. No setback is needed for this remodel addition and alteration to the existing single family residence building permit. 6.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 7.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 8.) VOLUNTARY MEASURES OF C6ASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 9.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 10.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 11.) All areas of exposed soils shall be re-vegetated by seeding or planting and/or mulching as soon as practicable after construction. All fill surfaces and stripped areas should be re-planed with deep-rooted groundcover. 12.) AWB 13.) The existing stormwater/gutter drainage on the site plan dated 9/2/14 shows the discharge from the 4" lines may need to be rerouted when/if the reserve drainfield area is utilized. 11tidemark\data\forms\F_BLD_Permit_BIdg.rpt 10/7/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00247 Received Date: 7/18/2014 SITE ADDRESS: 30 LANE DE CHANTAL Issue Date 10/7/2014 PORT TOWNSEND, 98368 Expiration Date 10/7/2015 OWNER: JANELL JELLIFFE PHONE: 360-379-4836 30 LANE DECHANTEL PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001302026 Section: 30 Township: 30 N Range: 1' CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: REMODAL ADDITION & ALTERATIONS TO SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 626 VALUATION 291,000.00 ADD'L: HEAT TYPE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 400 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 816 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 00058 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,357.00 SRE 07/16/14 151256 Exist: Exist: Plan Check $1,532.05 SRE 07/16/14 151256 Prop: Prop: State Building Code $4.50 SRE 07/16/14 151256 Total: Total: Total: $3,893.55 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