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HomeMy WebLinkAboutBLD2013-00198 - CANCEL THIS BUILDING IS NOT FINALED . PERMIT WAS CANCELLED PRIOR TO RECEIVING ALL INSPECTIONS AND HAS NOT BEEN ISSUED A CERTIFICATE OF OCCUPANCY. BUILDING PERMIT APPLICAI IO•N BR vie 00198 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT * BLD13-00198 Received Date: 6/26/2013 SITE ADDRESS: easALW-a p � 44 6 c a • PORT TOWNSEND, 98368 OWNER: DONALD J JACOBS PHONE: 360-509-7856 NOMRAH C JACOBS 9600 EMERALD DR SE PORT ORCHARD WA 98367-8540 SKY VIEW HEIGHTS SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 902225012 Section: 22 Township: 29 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,104 VALUATION 400,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 835 CONST TYPE: SETBACK: DECK: 210 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1 PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Datg/2 /l rn (a Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,673.75 MEB 06/26/13 142214 ; t ,,. 'j Plan Check $1,737.94 MEB 06/26/13 142214 R�d�'"- ''" State Building Code $4.50 MEB 06/26/13 142214 Potable Water Application $66.00 MEB 06/26/13 142214 AUG 2 8 2:1 Total: $4,482.19 ;arson Cot:■ . DCD -"g/ / (OdNI 210A3n d'3d) N11).1.,33,:403c1 �` �2 0'- OZ ' III I 3 I I I I I / I r 213N0153Q 7Ud35 dadDrIrdl0 1 I I �I 40 3903 / ._ I L 1)( 1 - \Vld / / b J / / /�j'- z 10-S77-706 #�["]7?Ib',A / ,. �, g� '9496•VM'A I Nno.�NO 2I�L.�01 / / /, __�___, •• S11-ITN M-DIAK>IS'Z1 10-t A A--)N JQ(S�N 5409`dC l / � ��`' { U1210N17- (Oid I /'i7 ,mod ��k I I r / / / �,,�. PO / // 0, / 1111111111111111111‘...d ./m f i ' �` f / 1 I 1 I / 1 ! 4400z„, •7i' ..,.. ,• ••.. :311f11VNDIS 1 / 1! / ( _�_® I Poi CI CI ao11A8Q •01o:1.a3a / / I *.. I / / / I -r. 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'';. l d` \ \ ' ) 1 \ a.- >`, -AVM3AI21a 3.611M,ZI - - i U., \ \ \ ■44t --..--. \ \\ \k \ I 'M'0'21■�. 7NINId-. .. \\ �\ \\ / 210d coal-NI. -539 ' �i 1,311/11M03 . 1 3 \ " ', : LK / - ..--- \ \ \ - -- -- ---'-- • `------ti n \ / I \\ \\ \\ ` gin' // O N 11 u I I \o C7 .au�`` \\ \ //i lo,__. / CDh. �I \ ------- -...cam uUU I /• - C __ my� ( 11-k0A3Mn d)3NIn,U.43dO _ - �,g // • • house Roof I `' I E.............� downspout serves up to 700 sf. Of roof _ 50' min. � =_ Vegetated I — flow path ...... r Splash \ block L I ti = Downspout extension NTS I— Splash / block _ r _ 1 Figure 3.1.7-Typical Downspout Splashblock Dispersion Vc ame III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 • • 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 storm 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 permeability, distance between systems;etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 0 0 ' --P.GS1fDatiirnsr,o } Hai: j 7 Catch Basin (Yard Drain) y_�; _; D�Sgrzp?i „'� _-„- 0 1 'RY WELL 48IrchDiafr ter Hole Filled'with PLAN VIEW 11/2 Wash cl Drain R odC NT$ /--Ro fD, vnwpoit Mark C�of Hole with r Cam P J Ho a ka - rfl'v or Ocher mans d Spta..hBlock Topscl— Flush WihSttriace �� � tr s y ;f }y..is• r e i`i.. eoL' 1'iTl`£l. 7a Fine Mesh:=u teen°'--L'- '---Min.4.c 0, is a RIC Pip+ .-. i, .£.�y�� igg G Catch Bain gi (1brd Drain) `d', 48 inch Diu imter is 4'srin. Sides ofl- 1e Hole Filled with Uneeiwith V 1 k-3 Waehed FifterFabric � DrainRock ! iSii. : Ia a .L' °Ln I!tiih- r'Mi,. 1,hov $a w�rna1 DRY WELL Hr ti Gmurdorstr Table SECTION f s Figure 3.1.4-Typical Downspout Infiltration Drywall 1 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 • for Infiltration These stems are designed as specified below. Drywells Genera 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impeuueable 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. 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Ef::).- \ \N\..'" ...,„ (T \\?7!), 1 ` I „K3A -=- 11Jp Front Parcel Review • 1\D \- -- \ °� Parce1902225012 Printed: July 12, 2013 DONALD J JACOBS Site Address: NOMRAH C JACOBS 9600 EMERALD DR SE PORT ORCHARD, WA 98367 PORT TOWNSEND WA, 98368 Parcel Number: 902225012 S-T-R: 22-29N-02W Total Acreage 5 Legal Description SKY VIEW HEIGHTS LOT 12 W/SUBJ TO EASEMENT Land Use: 9100 SUBJ/REST COVT#541463 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM) Panel No: School District 50 Zoning:�i; ` 4 COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [,,/], Plot plan states "property line” [�/. Assessor's Map (Property line • submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ e• Legal Access to Property NO [I/] Parcel Tags or Scanned :ocuments YES CPJ [j4 ESA's: Special Reporgry YES NO [PI Designated Ag YES [1 Shoreline Designation: YES [ ] Shoreline Slope Stability: YES NO Stream Type:YES 0 ' 41--e-wv` ■ ge- a,,..,Q A-0 So > N p Au- At-1 . Fish& Wildlife:YES O D Wetlands: YES Rare Plants:YES N Seismic: YES Landslide:0 N tbhct' "b E,-(Joc ar c$ -Q - 6.5102A)(A Au b Flood: YES O V Erosion: YES Aquifer Recharge ea:YES s't SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan tted: YesNo [V] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding Mineral Lands: YES [ Agricultural Lands: O [ � Archaeology: YES [(/" Stormwater: New Impervious Surface 13K Land Disturbing Activity 0 (CJ ESA's VStormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineerin Notice Provisions/Disclosure:Airport v s NO MRL YES 0 Forest Land 'i NO .f.;Cr r ". [ Landscaping Required: Yes 0 Q. . [ Parking Spaces Required NO c 2 Other l Building Height: 35' UBC ndard C 6. C 24 bQ�C._. [ ] .j4ervious Surface covera ercentage: . • r" Resource Lands&Public: 10 Rural Reside al:_2_52.$ Rural Indus: Per UDC Sec 6.7 Rural Commercial: 60% Area of Build' overage: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 A ,a. ./A. Setbacks: Front: � Left Side: 5 Right Side: ' 5 Rear:_ _„ J'r. ,cb• S re i -£retback: /Actor...,`J hac-k-vQ `∎ N /VILA-13-I'l 4' ,a9JP-e "m 4l LSHA Setback: [(r Road Classification: Pr:y0. Road Approach: EXISTING 40J RAP [v .SEPA Required: YES XEMPT [ Flood Certificate: N( P [ Existing Case(s) & Cgndition(s): Violations: Yes o [i/ Recorded Date of Subdivision: rj'K VtQ,(aFiptelg5 LLS Over 5yrs—UDC /fat Conditions: <5yrs=Plat Cond. • ns on plat or Old Ordinance [ Lots/Require Declaration of Restrictive Covenant YE , submitted: YES (NO [ UGA No Protest Agreeme•t YE submitted: Y NO [ Site Visit conducted U` 1 NO [( Require Final Zoning Approva Y1 S 10 [ ] 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 902225012 Cases Name Review Type Status Planner ADR13-00036 JACOBS P Application Received: 6/26/2013 Permit Issued/Case closed: Case Finaled: NEW ADDRESS M LA13-00036 ADR13-00014 MLA13-00036 JACOBS I P Application Received: 2/20/2013 Permit Issued/Case closed: Case Finaled: ROAD NAMING PETI I ION M LA13-00087 BLD13-00198 MLA13-00087 JACOBS P Application Received: 6/26/2013 Permit Issued/Case closed: Case Finaled: NEW SFR ZON13-00026 MLA13-00087 JACOBS P Application Received: 6/26/2013 Permit Issued/Case closed: Case Finaled: ROAD VARIANCE SEP04-00225 JACOBS C Application Received: 9/13/2004 Permit Issued/Case closed: 11/3/2004 Case Finaled: SEP90-00207 NOW FILED HERE SEP13-00061 JACOBS A Application Received: 5/22/2013 Permit Issued/Case closed: 6/28/2013 Case Finaled: SEP04-225 expired and filed here SEP90-00207 NORTHWEST INVESTMENTS C Application Received: 8/1/1990 Permit Issued/Case closed: 9/19/1990 Case Finaled: NOW FILE WITH SEP-04-00225 USR13-00007 JACOBS CMP Application Received: 3/20/2013 Permit Issued/Case closed: 7/2/2013 Case Finaled: 7/2/2013 MISTY RIDGE ROAD PAST BLACKHAWK RIDGE RD \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/12/2013 Page 2 of 3 0 0 I. °"`� sue■ ` •N` N1 `''l.•' ` 1 '� ' . riiiikp • • • . .. , • IOW sr.1 a 1• 0 - •.,..! .p. ti l>`'''e = i` Y .1-4-1- I,;:g — iv:, " �` i -..01 p ' \ ‘s1S• f t t,.L�1: `1 `1 V :** .. `1 `1` i 1 e Ly. i , �l 5F 1 I I a . 1 I t Z. v T MI •. .r I i e ■ IyJ M?'lo ___ - �tnt r• i V I ! e ": 1 (s '4 - r{� i{ A. .. ! x`11 I j 1 'r �p�yf3lr t `V I I ti ,. 414 .� I `5 !I .1. +1� ! 1 J l !tow t •J1 abt14■11t I IF� �as*..=-err, I � j. .'tom f, MEW raJ ' • 1 In. I r' 4 R4 .s.,.. I . / f 1 •• / ,.7 ' , „ 7 J` I. • . Y / f 1 / / / - / x 1 VP E I..r rr 1 r ' 1 1.----.a J 1 _�, . JIB II •. 1: ' f ff I i I ` f� 1 f f I p�1 I.y�p�� IR ��.' }� µ 1 !'. i/ al-.1.1-��1`IVllll l ` ! / '.s f . 2 v-: °" !" Y / AC-05.5 RE5IPENCE !ry -1-�_ NI, ! LOT,.iSKYV,GwHEIGHTS .4 ' / JErCRtiON COUNTY.wA rrt>e --- r r /1 !ARM;eauza.tou _ ,' sir- PLAN - I I xl 7 !�� l Moor nlw .:s 1s Of 1011 j +kgmti(mr�.■.h.; 1 +■ pp4 0 l I • • • Colleen Zmolek From: Jacobs, Donald J CTR PSNS/IMF, Code 842.EB [donald.j.jacobs.ctr @navy.mil] Sent: Wednesday, July 24, 2013 10:28 AM To: Colleen Zmolek Subject: Final site plan (mod) Attachments: Final Site Plan.docx Added in Red the two titelines exit storm water drains. D. (JAKE)Jacobs, EB Planning C842. EB 598-5127(W), 509-7856(C) 1 • July 23, 2013 DONALD J JACOBS NOMRAH C JACOBS 9600 EMERALD DR SE PORT ORCHARD WA 98367-8540 RE: SITE ADDRESS: EAGLE BEAR RD CASE#: BLD13-00198 Dear DONALD J JACOBS: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Engineering for stormwater or revise site plan to meet 2012 DOE SW manual. Telephone call with owner 7-23-13 CJZ Please submit the above information to the Department of Community Development by October 21, 2013. Pursuant to Jefferson County Code (JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, Department of Cemunity Development Staff c: File \\tidemark\data\forms\F_M LT_Add I nfo_Req ust.rpt 7/23/2013 0 4yON COQ kt* , JEFFERSON COUNTY L DEPARTMENT OF COMMUNITY DEVELOPMENT JUN 2 6 ti „ �C ,,> ',. 621 Sheridan Street • Port Townsend • Washington 98368 _ O 360/379-4450 • 360/379-4451 Fax JEFFERSQNCOL'r,is ''/& , .0- ' http://www.co.jefferson.wa.us/commdevelopmentl FCOMMUNITYOA Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 'A 0 if- fir,in . -..\A}-47>c C 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 I. acres p An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet ,) )'-7 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures I O \ sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes 410 Well, utilities, etc. ( sq/ft Does the project convert 2 Y/acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 0 sq/ft Circle: Yes No Lawn, landscaping, etc. O sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut Fill (cu/yd) [over] stormweter calc worksheet Rev 9-9-2010—REV 9/9/2010 1 4111 111 Impervious surfatt"1s a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to developme, 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) a) V sq/ft Structures (all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios 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 3 i p sq/ft Other sq/ft Other sq/ft Total New 1 0 1 sq/ft Total Existing 3 ) sq/ft TOTAL NEW+TOTAL EXISTING" 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: .0) 57% 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. LANDOWNER 0 AUT IZ a REPR ENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes_ No stormwater talc worksheet Rev 9-9-2010-REV 9/9/2010 Map Output • • Page 1 of 3 ArcIMS HTML Viewer Map i MEM, ir1 902225010 Nyninawx Rdge Rd j 91111 i 1 tf re ce 902225012 Z 902225011 / 990022275013 902225014 902275015 9022250'6 ..0 4002 .} AF.Z.i.I4 Maps p•wded'y iecrm Corn Cam)Sr.:acs Gt5 http://gis server/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C lientV ersion=4.... 7/12/2013 Map Output • • Page 2 of 3 Legend inSelected Features "„Jr JC_Roads Parcels-H SIPZ Al AM(SlP2 111 l l q n First SIPZ nCoastalSIPZ County Zoning MPR-SF Tracts Rural Rescdonl o11:5 Rural Resident al 1:10 Rural Resident ai 1:20 MP 3nii/e Fampy ■ NPR 4A uAAamrty MPR Resort Comptes Parks and Recreation ■ MPR.Open Spam Rwy Forest Commercial Forest Wielding Forest ■ Homy ldusrial . Airport CPF ■ MPR.Vnago Center ■ AP I:20 ■ Rory Visage Center ■ Resource Rased end. Light maumnal M PR-Retreat on Waste Mann CPI LAN I. LAIC ■ Ceoseeaads GC Goads-CC . Croatlaeos RC ■ AL 1:20 UGA-Urban Commercial UGA-Urban Lge1 industrial UGA MDR UGA II OR UGA Pu eon UGA LDR UGA-Vrstor Oriented Commercial NPR•BRN Brmnon CF 021.1RLO Commercial Forest M metal Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/12/2013 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map l 1 907221001 '1 902273010 Legend gnina. d R �e Rd I Selected Features N JC Reads ,. •2225009 Parcels-H R Seismic Hazard g+�l' I 9 022 320 0 2 Landslide Hazard 902225012 I Sacs I I VI ---902225011 / Maderale Sapid 9022250!3 902225014 FEMA FIRMS ■ A _ ANI II %900 l 4 222'x.'S 9.22250'6 . 0th M IN Erosion Hazard 902224IX)2 02232002 Maps waeded M.daer-sm Canty Cards Ser+ces GZ 0-26611 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. Fri Jul 12 12:00:16 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV eroion=4.... 7/12/2013 • \3- 161.8• �4;.i> o06 JEFFERSON COUNTY ,:, DEPARTMENT OF COMMUNITY DEVELOPMENT ' '� 621 Sheridan Street • Port Townsend •Washington 98368 lop 360/379-4450 • 360/379-4451 Fax �gs �sp$ www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): i 'l e J Tax Parcel Number: 9 r )a,.S()/, Property Size: ,S-- A ot.c�S res/square feet) Site Address and/or Directions to Property: m i s.- y 'i4 (3 L E R 1 (:U G L --- L cA—a-- 7`--0 Property Owner(s)of Record: A firu•4i n ,1 6.-1 O.m a-4i- -f A-C.o.Q S Telephone: 1 5 7 1n 0 t Y Y 7 Q S—t o, Fax: email: 3A-ii A4-1 t41 (4 Li.t•a)/7) Mailing Address: 9C7 of) L%mEral-J 0Il- SC , (DPi2 r C-‘2C)f /LOCI-%A- 9 i'34'7 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies [$building ❑ Critical Areas Stewardship Plan El Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) DiSingle Family Garage Attached/Detached El Conditional Use[C(a •-C(d},-or6}"' CI Manufactured Home ❑ Modular ❑ Discretionary"D"or Uri•• -bI.P fte I- ❑ Commercial* ❑Special Use(EssentialP .ltm7w fir- 1--: v ll ❑ Change of Use ❑ Boundary Line Adjustor ❑ Address ❑ Road Approach ❑ Short Plat** ❑Home Business El Cottage Industry CI Binding Site Plan"' [n J U N 2 6 2013 ❑ Propane ❑ Long Plat" ❑Sign ❑Planned Rural Residential Development(PRRD)/Amen. : t ** ❑Allowed''Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program, - r•ti ► '' isions'"' ❑ Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management- ,S KI � , �• •• t'' ENT ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment I El Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she w is prior notice. t Signature: % _.� Date: -- "2 / 3 The action or actions Ap.' ., wi undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in comp'- ce with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and.non-transfe -;I Tespyr ibi i for adhering to and complying with the ESA. The Applicant has read this disclajmer and signs and,dates it below. Signature: Date: G:\Per itCenter\###FORMS###\DRD \Ma Permit Application 5-29-08.doc 0 0 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of�tpp General Contractor for the proposed project. Signature: 4 X��✓ - Date: (.,- )" I - GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: n NUMBER ARCHITECT/ENGINEER: A A- 0/J nitJ'c.r/4 y /�t chf;'20 Rot p PHONE (3t,o)yt+Q,gt75 FAx:( ) MAILING ADDRESS: EMAIL l Sho Tine: Type of Sewage Disposal: Project Type: Frame Type: Bathrooms: -{� Ype 9 Wood Existing: Jt/* ❑ Sewer 0"' New � 9 ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ;X'Concrete Total: ± Height: ?Individual System El Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ?- Private well ❑ Two Party Type of Heat: Proposed: - ❑ Public I Total: Name of System: If this is a Commercial Prolect 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 / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank I Above ground Tank Size of Propane Tank: 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 I Mobile Home? Yes I 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, inclu din• the reserve area. xa�p' , »rO s.` 8 d�' -•�.,r - i"' z l 9 ' S•uare Foota•e Current Pro•osed Fc .�.t�.;:, °�.;. �. V" t F -4F,4=1''= }Sk=" 1 '.: . 4.T A' L• �; Main Floor Heated a U .A EH Bid App Review: j 2me Floor Heated al; irr ;' Consistency Review: O) r� (� . 'R ct Uc,. C-4 O I- 'o Other Heated f. , Base fee: 2 '4-S,75- Mezzanine txisr Additi nalSection: 2,2 Heated Basement __� ; y rl Plan Check fee: 1-1 Citf Unheated Baseme `� S 'State Surcharge fee: -b Other Unheated 7S Pot Water Review fee: Garage/Carport 0:4EwWialitrI, SUBTOTAL ` ' S60' •y,9 ` Decks y . o911/Rd Approach fee: a1 ,). 17 Other =1 r,';' TOTAL $ 534,, O, 9 r . Receipt Number /L/j. j ' , Cash/Check Number: /// ESTIMATED COST(REQUIRED) Date: (.02,(-1'� i 3 .Fair market value of all labor and materials foundation to finish 1/00) C7 O O Initials: r • G:\Penm # \D \M tCenter\ ##FORMS### RD FORMS Permit Application 5-29-08.doc �J' ' CREATIVE DESIGN SOLUTIONS so P P.O.Box 2787,PORT ANGELES,WASHINGTON 98362 Site/Soils Evaluations&Feasibility Reports II Sanitary Surveys I I Septic System Designs■Construction inspections&Certifications (360)457-6353 (800)395-7296 FAX(360)457-6687 Ernst:mike @cds4you.co � 2 6 2013 JUN CDS JEf rmsoN COM Y TRANSMITTAL DEPT OF COMMUNITY DEVELOPMENT DATE: S- 2 /- / TO: Donald Jacobs 9600 S.E. Emerald Dr. Port Orchard, WA 98367 ATTN: SUBJECT: Parcel Number 902225012, Septic System Design TRANSMITTING THE FOLLOWING: ► Septic System Design Application Package signed May 11, 2013 For: NOTES: ► This septic system design application package has also been submitted to the Jefferson County Health Department (in triplicate) and to the architect. Sent Via: U.S. Mail D -I 1Ce1C -Ii co Cf) -I -b X -i --I CD d -- -. d -0 CO O X C1 0 rF X of 0 -5 -0 0) O - -0 7 -s r) 01 < sZ m d 0 CD 3 C- CC -- CD CC CD CD D CD rh O CD - 0 77 10 -5 E -3 co o O 0 IT CC O -, CD C7 Cam.) 01 U1 7 0- O O CO CO 0 -' O CO O CO L CO Ul D 0 o N O N N O Ul C.J.) 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D D D- CO O 0 r C)) CO CO O 03 0 � CD C.J.) m -1 E o) x c o 3 rn �1 D. m -73 I 0 Z CO o C --I Ul Q CO � CD m o (D E o o -1 -1 0 � `---.3 v -0 I- CI C O Z D 0 0 O 0- D C •• C7 S C 7' D CO CO H O_ H- 3 O rn l -i c v n 7 00 CO r* D- 37 3 o_ �> r -5 o 0 D CO - C1 O Z N - CD -b v 3 � Cfl •• •• 0 0 L -P o H O \ T Z 6 ---• T D CD C (D H N 70 JEFFERSON COUNTY No. ! _ +. - - DATE (21' V/�3 RECEIVED FROM ^- j a {L1• DESCRIPTION BARS# AMOUNT CURRENCY 26„16., 71 9IN \ CHECKS t 0 2- n 0 RECEIVED BY rn S, TOTAL C . `)J JEFFERSON COUNTY OC_D NO. 1514 2 r� DATE \RECEIVED FROM Lift l I 41. ��i P DESCRIPTION BARS* AMOUNT CURRENCY eJleAu .2i UV # 4 2 u) 0 gbAKto C rt,�1 ' CGDLi'-6-7i gg RECEIVED BY ,. /rt . - -e 114611 TOTAL 1 S- d-)4_412,t,Lozo, 7q 6 -- e HS ,.- . . alio I —_ ,/-----\\ 0 \ , \ \ \ \ . , ,N 1' , 0 l' 2042'i \ la- .. , \\1:1' 0 0/4 f , - \I • __... , , .7 .7.7, ..-,,, 3.,., ... , , , \.. \ . \ -,0 • . . ,• •.. • / . \ \ ,, , . .,„. . . .. . . • . \ / .. . , . . \/ (--)----.s. -- x s — , , ...- ‘• ..i,,•. \.. .....,_.. \. 0 , , „.. •.,\, ..., /\ \ . ,/ \ s , ., , ,‘ „ .", „ . r :: .7-:3- ..,!..„,\ , \ \ _ .. .... ...-;---... - ir /-0. ..- .,.......„ :,.. \ -7, - 0-- .. -3.- (---\ z_r,) „ . ...,, ....,...„,:, \ ...----- _ ,..• 7., . , .3.4-„, s , 7,73 7 -,<-33.- ..,-,-.-4, , ' " \ ' - -'',,,, •:, '0 '',r,2 • •,, , ' ‘‘, ii (!: -, := --rf" ' -'•;, -a ?•-P, , ,_,77 ‘,..,■ I i ■ Z.1"-''' , 0 rC2iit / PI'-gi' . 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(n I 0 _1 D m JU N II ' tO'Arr. r N N• C) 73 CO 0 t 1_ 1 Co < -_ N Z N 31 C 0 STRUCTUKALDLTAILS JA C055 /m 0II_I7 • 1Ka0KAHi.Yfr.vsr J/ \�0�� J 5 DLNCL ADM lob I RC IrI(JK/�I M.tik.N11)IO > 1f N q . AARON D.MUM-1Y,ARCIYITCCT.ALA, fA.a.o+loa+>f �// J./ 1�. �[ I yI nt vON CChIKDINg1 ION -�> AVM,d„m.MI e22� S ���, VDIINN W�el INrf❑ u ,..0 ay ADM VL 1 IGn�\1111 (IKVI'YINI t�. If LOT I z15KY VIEW t 1EIGf iT5 �\ ::, ',,. x i . �' '(:_,;r1't_'. _ J�.FF .RSONCOUNTYIWA-9a36s a Da `)• "_�f:N�n����;��u�� ;�:._°�: V( _v ■ iK ▪ IA:'.15'N so)sa ..,...AVM-A.eI.it==•u. _ PARCEL#:302-225-01 2 m date no. revision dote Property Address: Conditioned Floor Area Date I Builder or registered design professional: Signature: R-Values Ceiling: Vaulted R- Floors Over unconditioned space R- w at. Attic R. Slab on grade floor R- V Walls: Above grade R- Doors R- Below,int. R- R- Below,ti Below,ext. R- R- O () U-Factoss and SHCC q NFRC rating(or) Windows U- SHGC- Default rating(Chapter 10 WSEC 2009) Skylights U- SHGC- W 78 ti Chapter 9 Option(s) Total Chpt. 9 Credits Heating, Cooling&Domestic Hot Water System Type Efficiency tot C' Heating Cooling DHW Duct&Building Air Leakage N All duets&HVAC in conditioned space (yes/no) Insulation R- Test Method: Total leakage Leakage to exterior Air handler present Test Target CFM @25Pa Test Result CFM @25Pa Building air leakage target:SLA<0.00030-Tested leakage:SLA= Onslte Renewable Energy Electric PowerSystem System type: Rated annual generation Kwh Prescriptive Energy Code Compliance for All Climate Zones in Washington • Project Information Contact Information ejSrj �� ' t 'iuyr • • WT 12— C 6 'r '!t v e-1�c rir .—N-1.A. rt Cm. �M p.,, +,e—s- ti.Ar-,. " ? i 4-9 OZ -2_ - C)t - 2j 3, c4e4 0 —t11— 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. /�'j Authorized Representative ✓�" Date 06 _ `-' + z All Cli ate Zones R-Valuea U-Factor`' Fenestration U-Factor° n/a 0-30 Skylight U-Factor n/a —0.50 Glazed Fenestration SHGC"P n/a n/a Ceiling 49' 0.026 Wood Frame Wall91'' 21 int : 0.056 Mass Wall R-Value' 21/21" Y 0.056 Floor ` 309 0.029 Below Grade Wall`" 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: 01. 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. p2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including quare feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope is 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 ('1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energv.pdf Table R402.1.1 Footnotes ' For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13"means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f 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. Glazing Schedule Project Information Contact Information -17"- j'�t7cnx t - V•31a/N1 Ctjn)5 R.__ '?9rti-1c. . J� e\n v� J L>✓-t- V 2 < -t v ti c��f tt a✓t�t�TS C� t•-1 - . c - �a �t a )0Z,- z-z5- o5Z u -e' c 0r R402.3.3 Exception (15 sq. ft. max.) Vertical GI zing (Windows and glazed doors) \1 �� Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet '"`n Feet Inch Area UA EA 9T- 7E 0.0 0.00 �1 'Iw 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0_ 0.00 0.0_ 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA I 0.0 0.00 Area Weighted U = UA/Area 0.00 Jodi Adams From: Jacobs, Donald J JR CTR NAVSEA KPWA, 46400 <donald.j.jacobs.ctr @ navy.mil> Sent: Thursday, September 10, 2015 3:12 PM To: #dcd Subject: Building permit closing Permit# BLD13-00198 for parcel 902225012 48 Eagle Bear Rd will not be extended. No work was done due to not being able to come to terms with the underwriter for the loan. My plans are to sell the property as I have found and bought a suitable home in Kitsap. Donald Jake Jacobs BAE Systems- Engineering Technician Obsolescence Management Branch C464 Naval Undersea Warfare Center-Keyport, WA 360-315-2269 Donald.j.jacobs.ctr @navy.mil 1 Jefferson County Building •sion Permit Niter: BLD13-00198 Applicant: JACOBS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 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 Foundation Footing Footing Drains Foundation Stem Wall Underground Plumbing Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing Shower Pan Framing Blocking Airseal Insulation: Walls Insulation: Floors Insulation: Ceiling Int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Duct Test Cert Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage Address Posted Water Meter Inspection • • • FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00198 1.) The project is located within WRIA 17 and thus is subject to compliance with the WA State Department of Ecology In Stream Flow Rule for that region. The parcel is located within the_Salmon sub-basin in a designated Reserve Management Area; as such, conservation standards per state regulations require the following: 1. A permit-exempt well serving an individual user shall not exceed a maximum of 500 gallons per day(gpd) or an annual average more than 350 gpd, for all permit-exempt uses authorized under RCW 90.44.050. (WAC 173-517-120(1)(b)) 2. A well serving a group domestic system shall not exceed a maximum use of 500 gallons per day(gpd) or an annual average more than 350 gpd, for each residence, and shall not exceed a total use of 5,000 gpd for the group. The design and construction of group domestic systems must be consistent with applicable state department of health requirements and applicable Jefferson County or Clallam County requirements. (WAC 173-517-120(1)(c)) 3. INSTALLATION OF A WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180). BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. Refer to enclosed documents for more INFORMATION; see Ecology web site at http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology at 360-407-6300. 2.) The well head must be located a minimum of 5' from the building foundation or roof projection in order to facilitate any reconstruction that may be necessary. 3.) The site plan as submitted with the single family residence application on 6-26-2013 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 7-24-13 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) 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. 5.) Planner-CJZ 6.) A road setback variance MLA13-00087 was approved on 7-23-2013. The setback from the ingress egress easement was reduced from 20 feet to 4 feet. Wirier-nark\data\fnrms\F RI fl Permit Rlrin rnt 8/21,S/2f113 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00198 Received Date: 6/26/2013 SITE ADDRESS: 48 EAGLE BEAR RD Issue Date 8/28/2013 PORT TOWNSEND, 98368 Expiration Date 8/28/2014 OWNER: DONALD J JACOBS PHONE: 360-509-7856 NOMRAH C JACOBS 9600 EMERALD DR SE PORT ORCHARD WA 98367-8540 SKY VIEW HEIGHTS SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 902225012 Section: 22 Township: 29 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 400,000.00 MAIN: 2,104 CODE EDITION: 2009 ADD'L: HEAT TYPE: RAD OCCUPANCY HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONSTTYPE: GARAGE 835 SHORELINE: CONST TYPE: DECK: 210 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,673.75 MEB 06/26/13 142214 Exist: Exist: Plan Check $1,737.94 MEB 06/26/13 142214 Prop: 3 Prop: 2 State Building Code $4.50 MEB 06/26/13 142214 Total: 3 Total: 2 Potable Water Application $66.00 MEB 06/26/13 142214 Total: $4,482.19 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