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Home My WebLink AboutBLD2014-00097 •UILDING PERMIT APPLICA*N BRD1e 00097 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00097 Received Date: 3/18/2014 SITE ADDRESS: 464 BACHELOR RD SEQUIM, 98382 OWNER: GORDON LANDERSON PHONE: 612-940-8794 DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 WM H THOMAS SHORT PLAT SUBDIVISION: Block: Lot: PARCEL NUMBER: 002341012 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: HINES CONSTRUCTION INC PHONE: (360)681-4458 PO BOX 3336 SEQUIM WA 98382-3336 • Contractor's License HINESCI034N6 Expires 10/11/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION 2ND STORY ADDITION ON EXISTING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND BATH r TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 525 VALUATION 113,442.00 ADD'L: 420 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 324 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 1 Exist: 1 Prop: 2 Prop: 1 Total: 3 Total: 2 Routing Date: ��$i�`� Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,118.00 JLA 03/12/14 148453 Plan Check $726.70 JLA 03/12/14 148453 APPROVE!' State Building Code $4.50 JLA 03/12/14 148453 Total: $1,849.20 Jefferson County DCD \\hirlomor4\rlofo\fnrme\F RI fl Ann Rlrl rnf 1/1 R/7l11A • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD14-00097 APPLICANT: GORDON LANDERSON PHONE: 612-940-8794 DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 SITE ADDRESS: 464 BACHELOR RD Issue Date: 04/22/2014 SEQUIM, 98382 Final Date: 8/18/2014 SUBDIVISION: Block: Lot: PARCEL NUMBER: 002341012 Section: 34 Township: 30 N Range: 2W PROJECT DESCRIPTION:2ND STORY ADDITION ON EXISTING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND A BATH. 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 8/18/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 8/19/2014 bl, ir: '''''l • ..r o ° zw fri o ° U tX CC W 14....::,-- N O Q LIZ .0-.b '� .tAt 1 .Ca.> Q © ._I }_ `.o.,x1,0-. ' .q.p f 0-.0 ' -L. `"„9-s'” ,9. I fl. E E s %1 ` 1 11 i1 ::: z 0 :: : , „c-.., A t ,. ,� U.. n 11111111t1111111 111*ii11O1iiN1iH1i� i (1953 1. ,„,... �" ti!liill11111i..., J �� t' ."111U11li111111111!!!1 ro 4 11111111111111111141 2 F : 9 9 . lil101ii1011ilifiill '''' ii t 6 :al 1 .111i11111i1ifli1111i;; 1 ii11ii111111111111111 1.1 NI111111i1i1111111 , 111 b ii!illh!!!iiiiiiiiii .-.° .' iiiiiiiiiiiii 11111111111I -A 1111111 \ F 0 ' 9 1111111111! 111111111 1 Ili!N1NIIk1 > a s 1111it1 d? �C a 11tt111111 5. 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(,-. j 0._ 11 .vc. / 1 • ' . , 9-- ' -------, , • i \ \ / (s:,.- / \ot,, ,\-• 17(1- ) , ,:•,, •, r::?/* :;' \ ,,.-..1 -6 ( •:: / , ■ 4.j Pi ,./.; I 47 .," I 2 '.i-,4 rf Ok . Ago C4 . 'te 'cil 1,-.) 14 ): , .., , •1 , imp a d ct ________,s , (2 , , • , \ fl APPROVED yll c.,t',f\<,'r', 1?.Lcx r,,, SITE PLAN \ . MAR 2 4 2014 _..--- - APPROVED , JEFFERSON COUNTY STORMWATER PLAN DEPT.OF COMMUNITY DEVELMIENT SIGNATURE. ,,! ! ,,AA -;;;;;■• .0,--, . MAR 2 z. 2014 JEFFERSON COUNTY DEPT.OF C I MMUNITY DEVELOP ENT ----PI:DO t' Ip_c), SIGNATURE:lko I.,As .. . a FE 0 v IE 111 MAR 1 9 2014 - bi ■ ;.4-590-_-,0) 1,.,)Tyr ,51,-) scAt-v„ JEFFERSON COUNTY qi,(-1 kro,,c__0, .c. LoP- i;-)... . •• , DEPT.OF COMMUNITY DEVELOPMENT OULILI 1 C)\-L- i —3/ 1 --- 3 I 1 1 1° ._.3 k . 4,904„4..kstAionNiita 1-4-5 N3 C T -."-L N)c, 3(00 (.4(,0\ IL(05- - i(3' 5■1e:Plo".v)ccteA,( , -tege0.."144,61 3 • 0 Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and oodedt o prevent the tlight source i from lighting,being directly all visible from outside the boundaries of the property. Y brightness 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 feeet (20') in n height Ground he lighting finished i grade, excepting when such lighting is an integral part of a building 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 strict in which the performance and development standards specific tshall mieet the equipment storage of Chaptept18 30 JCC.be in keeping with the character of the area. Screening 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 (B measures to stabifzersoil exposed erosion and sediment during construction. BMPs shall address p ermanent ma during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent proposed devie opment,hbutl�onsistent with RCWaI ordinances, regulations, or statutes applicable t o p ro p o 90.58. performance standards to the permit Jefferson Shoreline sManagement Master applicable policies and and the Jefferson pfrman standards of the 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 t rules Bull trout prhave beentlisted Chinook and Summ s nceeearly 2000. Undern became effective on January 8, 2001. the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat 3for 0the listed species). In addition, the National Marine 1 2013-03-07_S F R_St d C o n d it i o n s Fisheries Service can levy penalti• es. Portions of Jefferson County, including marine waters, are included as "critical habitat"for a listed species. Development of roe wat shoreline, p property rty along any marine shoreline, freshwater 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. 20 13-09-06 SFR StdConditions 9/6/2013 2 • • Q4 4SON `be,. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 7 I 1.4'91NG43 /2 i 17 -ZA ---- Date: 7/7...- Time Received: 4145 4E))111 Mon. Tue. Wed. Thu Fri. - Date: BLD: 14- 00097 Contact Name: Owner: ATANDEk'SO .) Contact Number: 360 ,be f_66„qg. Address: f6 41 BAC,I,e 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In X Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole . Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • • • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues, at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day,and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. Inspectors will not access a home that has personal affects inside when the owner is not present. Commercial projects require 24 hour notice for inspection. . . • • • :AT1,, 0 • . ■ • ...-4,-:02..1 ,-“I. ------ei^-7.'2- r...' . - - - IrTegfi- 1-•:,.G---Al - - . ,.*;s, , , l'''i,■,-."`t2'4141'd' • W•-i iz:., • -.......i..,:•,j...-!!:11.....tt--.-t.,.=,....tr..,' ..? . . - ' ....;;;> ."1,1' - • .. - ' . . . -- ' - • . Date 5 il time received i3-2 am /0 Mon. Tue - 1.tVed:• . ur. Pn. BED: I 14– Cr/ • Date: • - 8 • • OWNER: • - • Contact Name: - • 1, - ADDRESS: Li6`i - aitZtade" . Contact Number 360 • .,- • , . 206 a A - : Notes: . - • • - . • . - Foundation Plumbing - Framing • . Propane Tank • Mechanical '. • Setbacks Under-ground Framing tinder ground Furnace - Footing Rough in Air seal • Above ground - Gas Stemwall _ Hydronic — Exterior shear Exterior lines Oil • Straps --- Interior shear Interior lines • Ducts •v.____ .= - . Post Hole Ventilation , • .‘, Appliance - • - Underfloor A Gas/wood-stove Man-Homes -•- • Setbacks • Insulation. . • - Final Inspection -.:.i - Foundation-- . . • .,, - Block Vie floor _wall ceiling . Address Poled , , - • i ... . - . 11111111111111111111111.111111.111111111.111.11111V 0G. x$ — 5-Auf Pal @ O'36. <a�SON co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 4I/Zt Time Received: giX 4/ am/0 Mon. Tue. difr. Thur. Fri. Date: 113C) BLD: /i— ql Contact Name: Owner: Contact Number: 360 7}2 ZY.( 7 �6y 6 Address: lit- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall )0 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 9 006'2 JEFFERSON COUNTY • • DEPARTMENT OF COMMUNITY DEVELOPMENT 15 Date: 6 5- Time Received: As-2,__ a cap; Mon. Tue. Wed. Thur. Date: 6 4 BLD: l4/--77 Contact Name: Owner: Contact Number: 360 ,PZ J ,76 Address: 449 ti ,5,-/-44)/0,- /4(2 206 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 /;` % JEFFERSON COUNTY K ...• -c DEPARTMENT ',COMMUNITY DEVELOPME o? Date: D "w Time Received: lD tg a/pm Mon. Tue. Wed. t.(... . Fri Date: 7 BLD: 'Li - 6, Contact Name: Owner: Contact Number: 360 6,y(cf c ` Address: <I(Q L-,( t f 0/ Kl) 206 Notes: 56 e.`.L6'' (Ai 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 se CQG �{ JEFFERSON COUNTY DEPARTMENT• COMMUNITY DEVELOPMIi' 9,rHI NG•� Date: 7A Time Received: 1115 7 pm Mon. Tue. ',ed. Thur. Fri. Date: BLD: / L/— i? Contact Name: Owner: Address: Contact Number: 360 �` l pi,Y 44 it- 2/r''t.''' 206 Notes: Foundation Plumbing Framing Propane Tank p 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 • • 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5,Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility • A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer,geologist,hydrogeologist,or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e.,those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible,then consider a rain garden or bioretention BMPs(the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system,a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or d ry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • • Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log,and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths(linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise,and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1).A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%,or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 • 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement,and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems.This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 w • • mat drain PLAN VIEW NTS 4 rigid or 6•flemble perlorated pipe • ) infiltration trench sump rr/sold sd • PLAN VIEW roof drain NTS 1) overflow 4'rigid or 6'flexble splash block I perforated pipe .;„;„ ��j��j�� \'��O`er�.00t�O 9 woo i 1a� 4 washed rods .. _e Q 9 4 ° pe 4,5 _ 1 5.0'min 1r •off= . o�0G d 1 1�F-`if4 ��'O a . - ','� i'min Do �ooRpo -- I LA,� fine mesh acre N_CB sump wfsclid lid 30'rain varies ' filter fabric l compacted badda 1 fi \' .o. .:ti. T 4'rigid or 6'flexible oY o ii, op•e , perforated pipe 24' 0 4,,, _0 o D Da87 oa°o0;r washed rock i /soa°pa°kp• 1W�4" f� o.�o a o . ffffffffff F-+s-24 ' SECTION A • NTS Figure 3.1.2-Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 • • from roof grass overflow min 'es** ltlf- e 0 0 o17 ape • washed rock... O o a pA°8e $'min . NOTES &mansions s ooA `e9 and site limlations as typical System oared 9pe. . o40Ve 01° r min 15'min X-SECTION NTS - Figure 3.1.3-Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-8 • oaf D own:spot* Holm Catch Basin Owl Drain) flow Rod Dolinsiwtt 0 DRY WELL 48 Inch Diameter il9le Filedwitt PLAN VIEW 1112-I Washed gain Pcxii NTS 0,i R cot Dornsext Mei(Cerkw of Hole will PVC House gor Overfkm Oter freetle Sida 8 la* Topsdi FlushwithSuiace fitlW o;-1.11* Firm mesh screen Min.44.de. k4e. PVC PO "1 A I a ri C etch Basin (ibrd DVah) • 48 Inch Diameter nvn. sides of Fii* 4, Hole ffl9edwl Lined with !":: 11/2,:„„„lv Washed Pike Ririe 'MU ri%''.41 is Infra ' -; ‘;t: •it Mn. 1)above Seasonal DRY WELL H kyi Groundwater Table SECTION NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 • • 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 Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse stoma runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%, stream, wetland,lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil pellueability, distance between systems,etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 . II- house ` | / | | I 1 ' ' / �— '`=l | | Roof '| [ | downspout ' | serves up to NEM 700 sf. Of roof f::::::::::::::' Vegetated flow path I V– Splash |�::: 1:::::::: � Downspout extension U�� "� . ~x Splash block ct____I_____t_____:::: ,___,t,_ Figure 3.1.7-Typica Downspout Splashblock Dispersion , . Vc lime III–Hydrologic Analysis and Flow Control BMPs–August 2012 T 0 U z z z o 0 to P IY Ct Z tii)' Z 0 Li- A 00 03 121 0 0 cy, 0 z to , 0 1 cq m , .411I-,9 P-.wo_ge / - , / „6J.. .4,01-.z / 0-,c" . -., "...,_ ..—.. -st V :: ,. 9 9,\I„ 4 E 8 .. • it 4- .. -9_ .,. 0 1 /1 n'a-X IL E • ___ U" 0 -iA w 0 a 19 0 z p UJ 0 > Z cD 14 0 6 .. I— W 1-11 tO \ < ..K.---• ill . 'I" ' " ll If ' I I I:'' / l' Li L1' i nrrrr or comPov,on-,oD,P'-''T • 0 z` 0 Ca Z z O O f- `� U 5, '�J r 0 9£ , O N Z • z � .0-. n0-,e" ..9-.b ..o-.9 r ..9-.L ��9-,z' „9-,E ' z O d, N0 OWN t. ml ml �� 0 Z ill O ccv .6,9 x,b,C .6,L x •.,,9 .9-,£x•t,L V LL IA Cil o 111■U1 al "♦ 111. 1 ..vane i 1° 1111®I 9 $ e.0 4 F 4 111Y�1.'- m 8 P -z-.1. 1111E1,1 �i g 0 0 iI.e i . v -ea ;? 11111E1 k Mini _ y N 1 N� 4 \ \ ,,F, III, r—rr'y \ < 4 4 r m Q a m 11 ,U �a a dill 0a° } z � 0 VIII X +- (x LIII w �' d S V W. o a ♦ •,i p H Y a ^g'O Q a m 4 IIII C I jY N Ji!o E � °? i I w z ■11 Q D co■11�� @ w 4 4 a 4 III z_______, a lilt m IAII, 0 ♦ \ \ h d \ \ . - ' .o-.8 ..O-.9 ./ n0,Q $.0-.e „0-,4,1 ' o- ii II1 Li u' ;ii // P,F,PT OF CfC,MU NM'7n'r10PMr^,T GILDING PERMIT APPLICATIO B Ree view view 0097 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00097 Received Date: 3/18/2014 SITE ADDRESS: 464 BACHELOR RD SEQUIM, 98382 OWNER: GORDON LANDERSON PHONE: 612-940-8794 DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 WM H THOMAS SHORT PLAT SUBDIVISION: Block: Lot: PARCEL NUMBER: 002341012 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: HINES CONSTRUCTION INC PHONE: (360)681-4458 PO BOX 3336 SEQUIM WA 98382-3336 Contractor's License HINESCI034N6 Expires 10/11/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOII 2ND STORY ADDITION ON EXISTING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND BATH TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 525 VALUATION 113,442.00 ADD'L: 420 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 324 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 1 Exist: 1 Prop: 2 Prop: 1 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,118.00 JLA 03/12/14 148453 Plan Check $726.70 JLA 03/12/14 148453 State Building Code $4.50 JLA 03/12/14 148453 Total: $1,849.20 \\hirlcmor4\rInfo\forme\F RI II Ann PlrI rnf Z/1R/7(11A , — .! I:.. s —, \----- ' A 0 \ __., 1 , 1, :// 1 .., 1 i ,(--.1\‘ ,.... •.,." '' 1 , .,.,..„ ... k 1 , . . , ,-,,,,, ,.. , .,.• 1 -.. ' , , , . •, , - •\ , . . ;j 1 I „ i;.---, , ...„, ; '.1 .. . - • ■ ' ,,„ .' ,. , . . i , 4.,...,, ,. . . 1 -. ...N._ ; ..... , ,, - . ,,,,,) 1 (..... _ , f---N - 9 • 9 k 1 , . , ,• - \-- --,- 1 1--- 1 ..-:•.)1 i LO ,a) i - L ) I (79------ . i i clo '',. , - r v\ 1-- IP) FE-7, 01t--AVIE m ------------i 1 11 MIT 1 ... ..11 H JEFFERSON COUNTY C I \LA-” DEPT.OF COMMUNITY DEVELOPMENT NN. -? ('"*t 1')."' ..: c )C 0 .,, • • , - ( / ..., 1 I riZ-4), \ \ \ \ - — - \ i \ Lo/)-7 I \ \ ■ ■ 1 ' ct, 1 AS-,130cLr C-6'60 ' P•--- 1 6Q ,,TtQl%) 1 -r-r) r – -3-.?". 1 1 e C 11 t ril . I c.7,.., ''' - OC\41?) a •• ,, , , E_ i /I 1 1 \I . Ci 7 50 'T I wiP_.A. '■ /'C' 3 • G viiif.... c.,-) / 'L/1:\ , / _ -/ R-q* tPt-434. t.-We9r) 5' 1 - 0 V lE, -- , i RECEIVED luil, 1 I in- JUL 17 2000 MAK 1 2 : :, 1 — L i JEFF. COUNIY HEALTH DEPT. rlf r- Tr.cOMMUNITY DF■ri oPMEN'T __,_ 'r- 7-i 9 -00 7 I 1 - — i itto ' ILI- I Jodi Adams From: Jodi Adams Sent: Tuesday, March 18, 2014 1:45 PM To: 'GLANDERSON46 @GMAIL.COM' Cc: Mary Blain Subject: Building Permit-addition Attachments: Site Plan Checklist2013.pdf Hi Gordon, I am routing all the paperwork for your building permit for Mary, she is out on training this week, and I noticed that the site plan that was submitted for the project is not to scale as well as there are no set back distances from the building, property boundaries, etc. I did run it past a planner to see if it would be sufficient and they said they will need a new site plan. I thought I'd send you a quick e-mailing letting you know so you can get a revised one turned it sooner rather than later. A site plan can really hold up the review for both land use and septic. I am attaching a site plan checklist for you to ensure that you can everything needed on the new plan. Using your septic site plan is fine as long as the scale is copied over to the new site plan accurately. Please let me know if you have any questions. Jodi Adams Office Coordinator Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone 360-379-4494 Fax 360-379-4451 iqdams@co.jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 Screen: 02 REAL PROPERTY MASTER Mode : INQUIRY Auto Roll : OFF Parcel # 000002341012 Ad Cd 5730 S34 T30 R2W III Legal Description WM H THOMAS SHORT PLAT LOT 2 TAX RR 5 COMPLETE ADDRESS WINDOW Taxpayer ANDE2555 GORDON L ANDERSON DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 Search Key CMD 6: End Window CMD 7: End of Job s • • ! l 4i oN eO JEFFERSON COUNTY 'ktii,: DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend-Washington 98368 3601379-4450. 3601379-4451 Fax �p wow.co.jefferson.wa.us/commdevelopment - '�811,1a �,r,.> r.Jr.4.0 S � Master Permit Application L V 5,}" -S,` L--� • • - . Project Description(include separate sheets as necessary -' 1VE+A., m ciral -r .... (2-).. SF.r? ,6,-K k 2 tie4-v J3 ( J I °C* 3) t l deC Tax Parcel Number. ,pQ Z'3. l p l . Property Size: 7. 12 qc (acres/square feet) 4 Site Aress and/or Directions to Property: s' . ci 4 er Ke!_ Sri:.., WA- %As2 0 ) Property Owners)of Record: d Telephone: (o t Z) 4190 4 4 791 Fax:,---, ernaR:g Les.AlklitSn i�c ,n e i/,c.Aea t Mailing Address: 7,-44M S f.cv 4 rat 44" MAut_ inn! 5'S'l t,?3 t t'L Applicant/Agent(if different from owner) Nzl Gor.JS rP,A.Ii"-r Q s NC._ .t Aole Pa 4 VELUM Telephone: 310O ($I W 4'B Fax p 1 003 2... email: irtcas A Sc a+'a''$ Mailing Address: PO (3c.:04 S3 3 • .4 44 j eas2... What kind of Permit?(Check each box that applies 0 Lot or Road Segregation talding 0 Critical Areas Stewardship Plan '�p Demolition Penrrit D Variance(Minor,Major or Reasonable Economic Use) g Single Family 0 Garage Attached/Detached ❑Condeional Use[C(a), .' ., C)'" o Manufactured Home .0 Modular D Discretionary"Dsx U • ;1 a.,lion i 0 Commercial* 0 Spede l Use(Essential !"al A , D Change of Use 0 Boundary Line Ad � r- ell 11 r, ' D Address 0 Road Approach 0 Short Plat" t i D Home Business D Cottage Industry D Binding Site Plan" ) D Propane 0 Long Plat'" ' /D Sign 0 Planned Rural R • r. ' 4, D Allowed'Yes'Use Consistency Analysis 0 Plat Vacation/Alte ,. "' ' D Stormwater Management 0 Shoreline Master - •.ram Ex r•, . ` Revisions D Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Manager 8.g$$ai, O Tennporary Use 0 Shoreline Management - -'MMU Usury D Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use iiirti j�ly O Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program - . !- *May regain a Pre—Application Conference ❑Tree Vegetation Request "'Regains a PreAppicaffen Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate raxrves cs7 n.ST0.4r i.-?raN ' nJ�rto act as my agent in matters relating to this a //Lion for pennit(s). OWNER SIGNATURE a � � Date: 3l// / T By signing this the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the beat of his,her or its knowledge. material falsehood or any omission of a material fact made by the ownerlagent with respect to this application packet may result in this permit being nug and void. I further agree to save,indemnify and hold harmless Jefferson County against all liaabiilfties.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 Co l nty and Its employees,representatives or agents for the sole purposed appication review and any required later Inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app' that he or w prigr notice. Signature: •' 'r" ,�� Date: 3///7/CA The action Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential'Take-of an endaingered species as those terms are defined In the federal law known as the "Endangered Species Act'or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and morn-trap responsibility for to and complying with the ESA. The Applicant has read this discta signs and dates it below. Signature: - _ Date: /r • • 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 :: ° 'be assuming the of the naval Contra or for the proposed e: j � Date: '/i 51-- GENERAL TRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: - NUMBER ARCHITECT/ENGINEER: PHONE..( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Bathrooms: I Shoreline: Type of Sewage Disposal: r: New Existing: 'Sewer Addition 0 Steel Proposed: I Bank 0 Community System SA keration/Remodel 0 Concrete Total: 7_ Height: C Individual System O Repair 0. Masonry _ SEP Permit S L' Demolition 0 Other: Existing:Bedrooms: _..2 ,- Setbadk: Water Supply: a Private well 0 Two Party Tye posed: : ` 9.Public Name of System: Jf this is a Commercial Protect you must answer the fotlowino: Number of Parking Spaces: Current Proposed: yj�jr •� r.-.. . Number of occupants(includes owners,tenants,employees.etc) Current till - `. �l t/ [� BC Occupancy:, IBC Type of construction: Wki � a Food Service. t, —!;. sisa ro• ne , __te •. s.., ..1 .... ti• • 11 .L tIlta. I Underground Tank 1 Above ground Tank Size of Propane Ta . r/ 7 2 1 Heat Stove I Cook Stove 1 Woodstove I Fireplace Insert I Hot Water T:: 1 f Stove 1 Others' ' is this aao�ance beinsr installed in s Mn cuured 1' e H Yes / , LW When appiykif for'a permit to install a propane tank you must also submit a :, •t. - f£rF , lines,tank location and size,distances from the 'i -. I.• I. Iio rim come• ants, including the reserve area. propane tank to all property lines,bu �� 1°rIKENT Square Footage Current Proposed F Moe Use Only Amount Rion Man Floor Heated [ H Bld App Review: ° 2na Floor Heated Consistency Review: Gi 2 (-r“2.1.8-0• 22 e Other Heated Base fee: . (i r Mezzanine ' Additional Section: 1 Heated Basement Plan Cheek fee: Unheated Basement State Surcharge fee: C Other Unheated' Pot Water Review fee: Garage/Carport SUBTO L 21 s...,, _r ) Decks r 911/Rd Approach f . Other ------ T O T A L: $#7 C-4 1— 2 4 -1 e (i W ;, Receipt Number. 114 S i f cg • J Cash/Check Number: ESTIMATED COST(REQUIRED) Date: ,/�/ .Fair motet value of all labor and materials foundation to finish 7l t'2i i C(• . O cf U , Initials: E CA Permit(inter\##ttFORMS###\DRD FORMS\Current DRf)Fnnmc\Ahern Purrs knnti.'.pw,5.7941RA.r 1 HINES CONSTRUCTION INC Page 1 of 2 • CaWashington State Department of Labor & Industries HINES CONSTRUCTION INC PO BOX 3336 Owner or tradesperson SEQUIM, WA98382-3336 HINES,JEROME L 360-681-4458 Principals CLALLAM County HINES, JEROME L Doing business as HINES CONSTRUCTION INC WA UBI No. Business type 601 813 549 Corporation Governing persons JEROMELHINES License Verify the contractor's active registration/license/certification (depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HINESCI034N6 Effective—expiration 08/26/1997—10/13/2015 Bond CBIC $12,000.00 Bond account no. SD1396 Received by L&I Effective date 08/14/2001 08/05/2001 Insurance Contractors Bonding&Insuranc $1,000,000.00 Policy no. _ C12SD1396 Received by L&I Effective date 03/12/2014 04/21/2013 Expiration date 04/21/2015 Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601813549&LIC=HINESCI034N6&SAW= 3/18/2014 HINES CONSTRUCTION INC Page 2 of 2 Lawsuits against the bond or saving. • No lawsuits against the bond or savings during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 931,361-01 Doing business as HINES CONSTRUCTION INC Estimated workers reported Quarter 4 of Year 2013"4 to 6 Workers" L&I account representative TO/KRISTINE HATHAWAY(360)902-4811 -Email: HATK235 @Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. • Washington State Dept. of Labor&Industries. Use of this site is subject to the laws of the state of Washington. Aces Washington* https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601813549&LIC=HINESCI034N6&SAW= 3/18/2014 Prescriptive Energy Code Come for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC" n/a n/a Ceiling 491 0.026 Wood Frame Wallgki 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade WO* 10/15/21 int+TB 0.042 Slab°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: ❑ 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. 2 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope l b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ LG 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ I 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 ❑ HI j 3b High Efficiency HVAC 3b 1.0 ❑ f -___ i L 3c High Efficiency HVAC 3c 2.0 ❑ Jr fa OJ IY 0r cn �, �� r i0Pr�rNT 3d High Efficiency HVAC 3d 1.0 0 _ 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 I*1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energv.pdf .,,,,.. ,.,- sr'', "s " / .... ., ,, „„,.,. „.....,„. „,„.• ,' ,,,.. . i , e.. " • x. ,-,5 5S / ." ' '. ,.',....•''''''4 / •71•7,o.‹"'S, . ..•'',. .,./ ' , ' 1 r,'.;',,,••",;:ff ' ' • ''''''\, , •,, . ,• ,„, ,tr, , t'd'• ,' ,:"• .,,.,"'VI ••'•‘•,> r.) ••'' •,•••••.f,, 1--,.....,=',-= ,,, 4, 447,t„,,tt:T. i ..-i - 7 4'4 . i4441'' Li ,);4';4-- , '' , '''''', 7\-4''- ' . 4 '-,... . . . . . ., 5 APR 1 1 2m4 , (-', -',-,', _,,, -,, -,' . -1,- - _ S 5' LITs j j'T.Or CO' 5. 5 , , ''T S S S , , , . /.;` / , , ./ ,..--...,,- :` 'pty. , , ,s' s,,,,„,,,5 --- '47 `.=,...4" 4 , ',..,' ,. ,."Y, EL)2 i Lir. - cr 7 . I I I 1.11"ii I-.1 I A I' 11 I()(...) I INC; .3 14 Noll ,t, 1. "J" OARS *.IIAI.I III lit 0 IN Scale: NYS PIACI Al NIII ARWAI I tOi.A-KV. PIIOR !4 t 114.1141Ntj t t 0)104. .— 2. INSTAL I %I* UAU %MON t4" r0 A.EL 0 vi" OA:, OF AD oR STRAP Ital./OWN. O.N.ON. O ';.W..i, 3.DIRECTLY OF:ALINGptHAATIELORSIT HANG PISDE FOUNDATION. NO 6„ P.T. SIII PI API _ . NAV WALL ON TOP OF PI k *„.', W. - "' STEMWALL ALLOYED. _ ANAL GRADE / .'„#4_SAW, CUM, C4' TOP OPTIONAL 2X4 PONY WALL 7 WITH STUDS AT 16" D.C. t , ./ IF JOISTS HANG INSIDE STEMWALL to #4 At BAR 1...! ISO.C.1 .4 ' ''.-- ,. La ''''''';', -----(2)-#4 BARS CONT, 0 BTM, 6" _ 1 ., re.,... 4"0 PERE. PIPE AND ...dill FOOTING DRAIN. WHEN SHOTPIN SILL PLATE TO 16" BUILDING DEPARTMENT FOOTING TO CREATE POSITIVE CONNECTION IF PONY WALL OPTION USED _____„,,„ . . „,„„„. „ „ _ ...„,„„_ , 1 „------- ' II L L APR 1 1 2014 I U I JEFFERSON COUNTY i, ,..2,FIT.OF COMMUNITY DEVELOPMENT Jodi Adams From: Alex G [alex @hinesconstructioninc.com] Sent: Thursday, April 10, 2014 3:12 PM To: Jodi Adams Subject: required documents Attachments: CCE04102014_0004.pdf Hello Jodi, Please see the attached additional information you requested. Thank you, Alex Alexandra Gale Operations Manager Hines Construction Inc. 123 West Bell Street Sequirn, WA 98382 360.681.6698 I I INESC 1034N6 • 1j) VI r= s APR 1 1 2014 JEFFERSON COUNTY DEFT.OF COMMUNITY DEVELOPMENT 1 Op Front Parcel Review • Parcel 002341012 Printed: March 24, 2014 GORDON LANDERSON Site Address: DIANNE KANDERSON 464 BACHELOR RD 2445 ARONA ST SAINT PAUL, MN 551133112 SEQUIM WA, 98382 Parcel Number: 002341012 S-T-R: 34-30N-02W Total Acreage 7 Legal Description WM H THOMAS SHORT PLAT LOT 2 TAX RR 5 Land Use: 1100 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM)Panel No: School District 323 Zoning: 'FN.?) COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans V] Plot plan states "property line" Y J Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on theAssessor's 1/4 map) „[/1 Legal Access to Property YES NO Vr Parcel Tags or Scanned Documents YES NO Vf ESA's: Special Reports Nearby YES Designated Ag YES to [ ] Shoreline Designation: YES jj1 Shoreline Slope Stability:11g1W NO 5tCi1'pU2 Stream Type:YE NO FWHCA: YES OD WAc-Ala irCak E. fi Greg . B erNo1 1:52ectru Wetlands: NO w 04flo. �►.5 c ?&c ceA fio Ea-Msta;,6011. 0. .r a _ �` - Rare Plants:YES C a Seismic: YES Landslide: YES IN Flood: YES Erosion: YES 0 Aquifer Recharge Area:YES (5) _ 0.000 SIPZ: none At Risk 1 h R c oast. �� r�A2d7 CMZ: one High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES drei l 'n Adjoining Forest Lands: Commercial/ Rural/ � • '� . - [ ] Mineral Lands: YES 60 [ ] Agricultural Lands: YES 0-e [ ] Archaeology: YES NO [ ] No Shooting Zone: YES 4? l) [ ] Stormwater: New Impervious Surface glq Land Disturbing Activity vv ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES 63 MRL YES e Forest Lands YES Na [ ] Landscaping Required: Yes No [ ] Parking Spaces Re. ed NO Other 1 1 Building Heiaht:9 UBC Standard [ ] Impervious Surface covera ercentage: X; .. Resource Lands&Public: 101 Rural Resident':1: 25% Rural Indu. Per UDC Sec 6.7 � Rural Commercial: 60% Area of Building -. erage:60%in Rural Industrial Lands only [ J/ Total Building(s) Size: A d�.,4 0� , 5 AS° 'c___. 'ba4. ( 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: Left Side:5 Right Sider Rear: Shoreline Setback: LSHA Setback: �� V • ,,4,Acco-4,13 tA Road Classification: ,,,.e ,, pl1 k - ` :1 11 `"7 ' 0 ( M Road Approach: , EXIST I. _ NOT REQ'D RAP ,/] SEPA Required: YES XEMPT [V]— Flood Certificate: [ ] Existing Case(s)&Condition(s): .u.e. a z -) Violations: Yes No ..1j]' Recorded Date of Subdivision: N f\-- \ AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance /� Lots/Require Declaration of Restrictive Covenant YE'. `�, submitted: YES NO ] UG No Protest Agreement YE ' I, submitted: ` c: 9):)[ Site Visit conducted YES NO [ Require Final Zoning Approva E (Na [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 002341012 , Cases Name Review Type Status Planner BLD00-00490 ANDERSON F Application Received: 7/26/2000 Permit Issued/Case closed: 7/26/2000 Case Finaled: 8/11/2000 STAIRWELL INSIDE EXISTING BUILDING BLD01-00671 ANDERSON F Application Received: 12/3/2001 Permit Issued/Case closed: 12/28/2001 Case Finaled: 12/20/2002 NO MLA-No Change in Footprint CONVERTING UNHEATED SQ FT of BLD00-243 to HEATED LIVING SPACE BLD14-00097 ANDERSON P Application Received: 3/18/2014 Permit Issued/Case closed: Case Finaled: 2ND STORY ADDITION UN EXIS I ING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND A BATH. CAM14-00168 HINES NA M Application Received: 3/10/2014 Permit Issued/Case closed: 3/10/2014 Case Finaled: ensure SFR addition plans meet BLD code requirements M LA03-00047 BLD03-00061 MLA03-00047 ANDERSON I F J SMITH Application Received: 2/3/2003 Permit Issued/Case closed: 2/13/2003 Case Finaled: 3/21/2003 POLE BUILDING GARAGE BLD05-00060 ANDERSON F Application Received: 1/31/2005 Permit Issued/Case closed: 2/16/2005 Case Finaled: 8/12/2005 BATHROOM FINISH - EXISTING PERMITTED SPACE, NOT GOING OU I SIDE FOOTPRINT BLD00-00243 ANDERSON F Application Received: 4/17/2000 Permit Issued/Case closed: 4/20/2000 Case Finaled: 7/14/2000 SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/24/2014 Page 2 of 3 w OTH98-00031 JACKSON P R MARX Application Received: 11/23/1998 Pe it Issued/Case closed: C e Finaled: Wet Season Evaluation SEP98-00080 ANDERSON F Application Received: 4/17/1998 Permit Issued/Case closed: 8/4/1999 Case Finaled: 7/14/2000 SOM98-00080 ANDERSON F Application Received: 7/14/2000 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/24/2014 Page 3 of 3 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map (X023022 ' 4x -- - 002341024 002341443. --- 023410201 * 002341{26002341042. ` ~ '4 { 002341023, - 002341041 s 002341434. �� __ 002341031. 1 ,. 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Q' ®69 .1 % 1101 h gA !B � j. 9901.900 (MZ-Noc.,l 6./t MN) ' 0 ig 8 888 — '' f <" 3 O =_ - a km �i �ry W 8 W Z a §;m° RtAm °k<° 3a Z• U 8 a g = ft g, °O 6_d_ 'b O U N • j Q Q r = a Z m ° Mi z<m O x o nI O °��,c_'. 4 T Wi§4 U U i I W8w< In€a .§ • N F°o N 8 1h u<=•U a c 0 : ff o w - <°a m° Pca o S Zo_.=<$aa g ': S u. w •UILDING PERMIT APPLICA N BLD 97 Revieew w Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00097 Received Date: 3/18/2014 SITE ADDRESS: 464 BACHELOR RD SEQUIM, 98382 OWNER: GORDON LANDERSON PHONE: 612-940-8794 DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 WM H THOMAS SHORT PLAT SUBDIVISION: Block: Lot: PARCEL NUMBER: 002341012 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: HINES CONSTRUCTION INC PHONE: (360)681-4458 PO BOX 3336 SEQUIM WA 98382-3336 Contractor's License HINESCI034N6 Expires 10/11/2003 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION 2ND STORY ADDITION ON EXISTING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND BATH TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 525 VALUATION 113,442.00 ADD'L: 420 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 324 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 1 Exist: 1 Prop: 2 Prop: 1 Total: 3 Total: 2 Routing Date: `�� -11/4"f,X5 Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,118.00 JLA 03/12/14 148453 Plan Check $726.70 JLA 03/12/14 148453 State Building Code $4.50 JLA 03/12/14 148453 Total: $1,849.20 \\firlemor4\r,ofo\fnrme\F RI n Ann Plr1 rnf Z/1R/')f11A • ��4�ozv 006 JEFFERSON COUNTY ri DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/3794451 Fax %ING http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: ANDt-i r.. &./ H i NES c e>ny ter. rA 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 7. 1 Z acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 'S I O 19 7.Z. 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 3/4 acres or more of Construction site for structures qC6 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'/z acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance tr4Q )` sq/ft Cut Fill (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 1 II VI • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) j 2S" . sq/ft Structures(all roof area) 8(.9 sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios L/0 sq/ft Solid Decks .3 Z 41 . sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc x(26 . sq/ft Other sq/ft Other sq/ft Total New -1-(o1 , sq/ft Total Existing 4"o .'� sq/ft TOTAL NEW+TOTAL EXISTING* g 1-3 , 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 Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: \ % 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 property. .31111 20/I 41;OWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) SlVfALI� M1�DIU R ,, r, . . „�.. 4 Q D 1/ELOPMEN'T 4f9Mv atOMP PAt:P, stormwater calc worksheet Rev 9-9-2010--REV.9/9/2010 2 1111■1■111111111111r1111111111, ----------._ • 0 36'-0" • I / 91 MX) 1,. X m 6 A (P 2 < cT, Z 5_ o cii r. 6 o 6 m ——r- < at z 1 341 . ,L, { 4'-.0" „ 1 6 . to_• 2'-8" wilimi I .,.p . -- , 6. Dl 6 .. 8 ,, 6 ., 0., .. 0 x 6 6 .. .1 .. 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Jr III EN -cl iiii MI iii 111 > 0 in a-yll Hui 2> 0 _i III ll 0 E _1 a LU .4 Z I i--- i- --; , 101 8 IY B (1) ti) ;°?, " ' -v----7N 1111111=,9 1 _ 0-----, ----->--0 t -1-"9 ___ it - , 1 1 1 , IN3INd0-13A30 AliNfIlAilA103 JO lc:Lid— kIN1100 NOSOJEf „0-.9 „0.-,41 / „0-.9E tr:: •- 1 ,7-----------i, „Ifv7, 7 I . ., . . .._ L_ w w • `• ( cOb JEFFERSON COUNTY DEPARTM€NT OF COMMUNITY DEVELOPMENT - 621 Sheridan Street• Port Townsend•Washington 98368 w WW � .._,__ 360/379-4450. 360/379-4451 Fax - °`�µy „� '�p'' viviw.co.jefferson.wa.us/commdevelopment Master Permit Application 2 ..v y,- . . _ Project Description(Include separate sheets necessary NEN”, tea – r � -K x 2 he ., (G.rs C 1 ( 0-r 3) t(1,0 Tax Parcel Number. 00-2_3,4 1 a t2.• Property Size: 7, 12_ 44. (acres/square feet) Site A ress and/or Directions to Property: ✓7 w'' 5e.140.41.,", 14 Or 78As_z 0 4../ ) I Property Owner(s)of Record: Telephone: ((°I z) 4140 it 791 Fax: email:9tx,AeLe.¢s y..r a;/.cwt Mailing Address: 2.49 S' A_11•41".4 y ra.r fir. PA V L AAA) .5"1"1 I3 117_ Applicant/Agent(if different from owner): 1.rr1J _ Gnaw?pvC-?T ) _r AJL. ......■•w 14/4 gB5$2 Telephone: 3100 c:.BI 64.1 B Fax it I $0 3 Z email: ince:.A Sc +'• t•1:an►nc. Mailing Address: P'o 50 • 3 3 3 r+u 1.064 4 2,38 Z.. What kind of Permit?(Check each box that applies 0 Lot or Road Segregation r0wlding 0 Critical Areas Stewardship Plan Demolition Permit O Variance(Minor,Major or Reasonable Economic Use) g Single Family 0 Garage Attached/Detached 0 Conditional Use(C(s), .' •: Cl"' O Manufactured-HOMO .0 Modular CI Discretionary"WIN U �.. '+ tion I 0 CammercIai' 0.Spedal Use(Essential M '� , O Change of Use 0 Boundary Line Ad �' Q 11 n O Address 0 Road Approach 0 Short Plat" I� { l/ 0 Home Business 0 Cottage Industry 0 Binding Site Plan" i,' 1 0 Propane 0 t�9 Plat 0 Sign 0 PMatinee Ramat R._ •.�.rr Ii r _ _. t D)I.Arien• I. 0 Allowed'Yes'Use Consistency Analysis O Plat Vacation/• .: . • M ; 0 Stormwater Management 0 Shoreline Master •rogram Ex-. ,• •ermit Revisions O Site Plan Approval Aovarce Determination(SPAAD)* 0 Shoreline Management.!! a : ;e+ f •-,,, •• 0 Temporary Use: O Shoreline Management V= MMUNj UNlY- 0 Wirers Tei�tion* 0 Comprehensive Plan/UDC/La n d Use •,-'"1.",. .,u:. dme 0 Forest Practices Ad/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program • =: !?I.&, t May require a Pre—Application Conference 0 Tree Vegetation Request "Requires a PreApppost/oth Conference Please identify any other local,state or federal permits required for this proposal,if known: — DESIGNATION OF AGENT I hereby designate riX ry es o n 4.re.i.'r'rcN NC. to act as my agent in matters relating to this a / i(ca�tion for permit(s). OWNER SIGNATURE Date: .3/f I / T By signing this apptical• • it the owmer/agent attests that the information provided herein,and in any attachments,Is true and correct to the best of hb,her or its knowledge. 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 Cou hty 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 Co c my and Its employees,representatives or agents for the sole purpose.of application review and any required later Inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app•, • that he or..-w- p' notice. Signature: .i°�. _ AI Date: 3W/4- 14- The action•re. Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"of an endangered species as those terms are defined In the federal law known as the 'Endangered Species Act'or"ESA.'Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any Individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance • the Jefferson County development code.The Applicant acknowledges that he,she or it holds Individual and non-trans responsibility for ri to and complying with the ESA The Applicant has read this disco' r signs and dates it below. Signature: V- _ Date: I f Q Mr w • S BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibi of the nerral Contractor for the proposed pro) Signature: #_ t 1- �`�" Date: '/i S'L- GENERAL TRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE.-( -- ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: l Shoreline: Type of Sewage Disposal: 0 New le Wood Existing: l XSewer Addition C Steel Proposed: l Bank al Community System SAlterationlRemodel 0 Concrete Total: ? Height: C Individual System o Repair D. Masonry SEP Permit# c Demolition J Other Bedrooms: Water Supply: Existing: _2.- Setback: 0 Private well 0 Two Party 'Type Proposed: - r - Public Total: .3 '�me of System: ' 'elseC•:,mr«,..a Pte, : .._ ,u i.._ t_ r ,• Number of Parki ng Spaces: Current Proposaah. .re —= r. •«_ Number of occupants(iincludes owners,tenants,empi•, = ,etc) Current `I / '-'-#!►�:! a/ t t- ;BC Occupancy:, IBC Type of«. Will l'M!Ae Food Service. '"'e41� - if • is is a ro•-ne Ta ; .• •_ -,.� is r • . .. -.I item • i`!�i.. :t a.., 1 Underground Tank 1 Above ground Tank Size of Propane T. 1 I '``1.( 1 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fire. :. Insert 1 Hot Water T: 1 °'= Stove 1 Other`�?' 1 • •r_ ::n •.:,w. instal >• na -• ;• ..rte H• :? Yes / N. when appiyhig•kor a permit to install a propane tan you rnust also submit a .,' ..? • f EFF ,id J.t•,: f . lines,tank location and size,distances from the • c.r • . .. •pane tank to all property lines,bu •,%/t�g� corn•• ,ants, inclu• • the reserve area. ENT Square Footage Current Proposed F. Office Use-ter Amount Revision Main Floor Heated EH Bid App Review: $C 1'25" 4/0-2,.26r;o-2,. ; R - °` 2n3 Floor Heated Consistency Review: — 1`�$_ `f , zl,tsU 22 e Other Heated Base fee: 1 l i Mezzanine • Additional Section: Heated Basement Plan Check fee: c-4 Unheated Basement State Surcharge tee: • Other Unheated —� Pot Water Review fee: Garage/Carport SUBTO 2 •2.(T) Decks 911/Rd Approach t . . CO0<Y cli ,F 2y 7 V, Other ------ TOTAL: $#2/11-. t, _ Receipt Number. t tit g 14 cg . Cash/Check Number c.,/ ESTIMATED COST(FRERUIRED) Date: "T f� ,/ .Fair market value of all labor and materials foundation to finish V`2- If . .1t) C, }V . Initials: ( \Permireentet\###FORMS##\DRD FORMS\Current DRI)Fn,m.lM,.t.r P.mt Anti.-.new,S-7911AA.,o • • Jodi Adams From: Jodi Adams Sent: Tuesday, March 18, 2014 1:45 PM To: 'GLANDERSON46 @GMAIL.COM' Cc: Mary Blain Subject: Building Permit-addition Attachments: Site Plan Checklist2013.pdf Hi Gordon, I am routing all the paperwork for your building permit for Mary, she is out on training this week, and I noticed that the site plan that was submitted for the project is not to scale as well as there are no set back distances from the building, property boundaries, etc. I did run it past a planner to see if it would be sufficient and they said they will need a new site plan. I thought I'd send you a quick e-mailing letting you know so you can get a revised one turned it sooner rather than later. A site plan can really hold up the review for both land use and septic. I am attaching a site plan checklist for you to ensure that you can everything needed on the new plan. Using your septic site plan is fine as long as the scale is copied over to the new site plan accurately. Please let me know if you have any questions. Jodi Adams Office Coordinator Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone 360-379-4494 Fax 360-379-4451 jadamsPco jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. • (r� 1 .., 410 . .,,,.., ... ".------cL,--1-1-..D - z.)1 .. . . T■ji.) _5 .....------ r— ( .,..., / . ., • . —.......,.„„...... 1 ,x i t ,---) , _ ?--/-c...) cz, r---r--- --r----2 \ I „xii-lz- J \ , V J q4..ir .....___ / (.0,.. \ \ --q- ,-;\--- 0 • \ ,..., .,_ -(41k 5 I . • . , ! 41.,..• ee4..) / ,,' , '401 •5- lc(iLL-r• 6-6 C> I ., ,/// 7-c- , . 9,,, , J 0 k ril . , , . ?.... 1 ... lit .S. ,0' c-, N 1 I I I I \I 104)0 (c■K•44.-. Sy, - 75c) Goi--(, ?.7, _ • gc, t S I , _i L — --,1-• ioo ,,,- Twp_.4-1. 5 r -1 : 3 -G. vli i f--■ DI-) 1 / ( 0 G \-+Its . -J re-q.sti702,C t+ .'2 / r \-1 5' .O , _, ; \ Doses .3, 6 .,0 ( Rs' &Po() = 90 C.C. . / , 1 • i 1 ; 1 RECEIVED . 1 JUL 1 7 2000 , 1 JEFF, C.uur,41Y i . - - L . .?„..0 , HEALTH DEPT. _ ...e 7-I Li -0o 7. ' . • bfferson County Building Division Permit Number BLD14-00097 Applicant: ANDERSON 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 Erosion Control //34y LI X' Foundation Footing c/Footing Drains T� �, Foundation Stem Wall tj3o 1 a Underground Plumbin < 1 y /V/4 Under Floor Framing a i i C Straps(hold downs) 76/l gtv Ext.Shear Wall Nailing £II Rough-in Plumbing ` k/ Framing VV/41 j1 Blocking 7/3/1# Airseal 7/.3 4 Yar Insulation:Walls •- It)ki Insulation:Floors g )V Insulation:Ceiling g V 1 ILt (� Int.Shear Wall Nailing Wallboard Nailing H t i , Q�, Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage Address Posted ')14f i System Finaled `I • S 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 I 1 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00097 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan as submitted with the building permit application on 3-18-2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 3-24-2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This approval is for a 2nd story addition and deck to exisitng 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.) cz 5.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 6.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES- Any interceptor/curtain drain or foundation drain, or any other source of water that is downgradient or below MUST be setback a minimum of 30' from any septic system dispersal area (drainfield)and 5'from any septic tanks. Splash blocks must be directed away from ALL septic components. Subsurface stormwater infiltration, subsurface soil dispersal systems with NO discharge point must be located a minimum of 10 ft. downgradient of the drainfield. 7.) The proposed addition foundation must be located a minimum of 4'from the edge of the septic tank. Backfill to be compacted in lifts to maximize stabalization of soils between the foundation and the tank. \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 4/22/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00097 Received Date: 3/18/2014 SITE ADDRESS: 464 BACHELOR RD Issue Date 4/22/2014 SEQUIM, 98382 Expiration Date 4/22/2015 OWNER: GORDON LANDERSON PHONE: 612-940-8794 DIANNE K ANDERSON 2445 ARONA ST SAINT PAUL MN 55113-3112 WM H THOMAS SHORT PLAT SUBDIVISION: Block: Lot: PARCEL NUMBER: 002341012 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: HINES CONSTRUCTION INC PHONE: (360)681-4458 PO BOX 3336 SEQUIM WA 98382-3336 Contractor's License HINESCI034N6 Expires 10/13/2015 PROJECT DESCRIPTION: 2ND STORY ADDITION ON EXISTING SFR, DECK, COVERED PORCH, WOODSTOVE, 2 BEDS, AND A BATH. TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 525 VALUATION 113,442.00 ADD'L: 420 HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 324 BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,118.00 JLA 03/12/14 148453 Exist: 1 Exist: 1 Plan Check $726.70 JLA 03/12/14 148453 Prop: 2 Prop: 1 State Building Code $4.50 JLA 03/12/14 148453 Total: 3 Total: 2 Total: $1,849.20 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