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HomeMy WebLinkAboutBLD2005-00519 0 • _. . BUILDING PERMIT ° _ . Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD05-00519 Received Date 08/9/2005 SITE ADDRESS: 193 MAXVIEW DR Issue Date 11/23/2005 PORT LUDLOW, 98365 APPLICANT: PETER V CIANI DEBORAH P CIANI PHONE: 360-437-9195 831 THORNDYKE RD PORT LUDLOW WA 983659291 SUBDIVISION: COYLE PENINSULA PROPERTIES SP Block: Lot: 1 PARCEL NUMBER: 721093024 Section: 9 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR W/ATT GARAGE CALL IN FOR THE REQUIRED I SPECTIONS THAT APPLY TO Y U ECT. SETBACKS: 4f' // 8OS G UFFER: O�C�///lqe - ff""" 1� d /! l� Footing: (( Ind, og git Foundation: / acts DK /7//Q5 gylq/sG Stormwater FINAL Approval: ,,dtcd� Underground Plumbing: "ya, Underground Insulation: CJ` Shear Wall : EAT 5N42-4€6,ri VOZ, Sheathing: Plumbing: Ok 5/15/6/0 gi Propane Tank/ Lines: Insulation: ! • S=AL__ - . I gymiAr ry. W/M Sheetrock: a -, 3�, (ogeAgF be OK do OL Septic Sytem Final •pp oval, not on sewer): ' Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: QA 4'r e, / 07 HEALTH DEPARTMENT AND PUBLIC WORKS APP OVAL R QU�RIOR TO FIN AL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE SPECIAL CONDITIONS FOR ARE # BLD05-00519 • 1.) A vegetative buffer of 100-feet shall be permanently maintained from the toe of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the toe of the Landslide Hazard Area. 2.) A Geotechnical Report prepared by Gary A. Flowers, PLLC with Geological & Geotechnical Consulting, dated March 30, 2005 &August 7, 2005 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area and stated that a 30 foot buffer is insufficient. A setback of 100-feet shall be measured perpendicularly from the toe of the steep slope to the proposed single family residence. 3.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 4.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 5.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 6.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 7.) A setback of 50-feet, measured perpendicularly from the three category III wetland edges and shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 8.) Wetland buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 9.) A permanent physical separation along the upland boundary of the wetland buffer areas shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 10.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 11.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. • 12.) VOLUNTARY MEASURES COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 14.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 15.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 16.) 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. 17.) A Stormwater Site Plan and Geological/Geotechnical Assessment that addresses stormwater methods prepared by Gary A. Flowers, PLLC of Geological & Geotechnical Consulting has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 18.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 19.) Not more than two (2) unlicens d or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 20.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 21.) The building height is not to exceed 35 feet. 22.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 23.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 24.) Minimum setback from Maxview Drive right-of-way shall be 20 feet. Minimum setbacks from the Category III wetlands shall be 50 feet. Minimum setback from the toe of the steep slope shall be 100 feet to the SFR. Minimum side yard setbacks shall be 5 feet unless previously stated otherwise. 25.) A minimum of two (2) on site parking spaces shall be provided for the single family residence. 26.) PRIOR TO FINAL BUILDING OCCUPANCY APPROVAL, APPLICANT SHALL SUBMIT A WRITTEN LETTER FROM GARY A. FLOWERS STATING THAT THE STORMWATER FACILITIES, CONSTRUCTION RECOMMENDATIONS, AND SITE PREPARATION ETC. HAVE BEEN CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AUGUST 7, 2005 GEOLOGICAL/GEOTECHNICAL ASSESSMENT. 27.) The septic system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 28.) PROPONENT AND/OR CONTRACTORS SHALL COMPLY WITH THE RECOMMENDED CONDITIONS FOR SITE GRADING, FOUNDATION, RETAINING WALLS, FLOOR SUPPORT, SITE DRAINAGE, AND EROSION PROTECTION AS IDENTIFIED IN THE GEOLOGICAL/GEOTECHNICAL REPORT DATED AUGUST 7, 2005 PREPARED BY GARY A FLOWERS, PLLC WITH GEOLOGICAL & GEOTECHNICAL CONSULTING. I:\F_BLD_Permit_Buildng.rpt 10/29/19 BUILDING PERMIT APPLICAOJN M Review T0480 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00519 Received Date: 8/9/2005 SITE ADDRESS: 193 MAXVIEW DR PORT LUDLOW, 98365 OWNER: PETER V CIANI PHONE: 360-437-9195 DEBORAH P CIANI 831 THORNDYKE RD PORT LUDLOW WA 983659291 COYLE PENINSULA PROPERTIES SP SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 721093024 Section: 9 Township: 27 N Range: 01 E CONTRACTOR: a/141e 13v(14,06/(7 PHONE: PHONE: REPRESENTATIVE: GGt/v 1 j2Q I(D53W PHONE360-` a 4W 4(650 Ff; De'V E, EGG 3,0 7 3/_ 3a Pp --eerr yz i rO u) c F(-- C417.-3 i Q PROJECT DESCRIPTIOI NEW SFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 305,672.00 MAIN: 1,800 CODE EDITION: 2003 ADD'L: HEAT TYPE: HTP HEAT BASE: 1,400 HEAT TYPE:OCCUPANCY: R_3 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: GARAGE: 400 SHORELINE: CONST TYPE: SETBACK: DECK: 400 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BRIDGEHVN BEDROOMS BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: (6 tqlpt _ Type Amount Paid Bv: Date: Receipt: A � Potable Water Application $53.00 SLE 08/09/05 76394 r-'f-+ State Building Code $4.50 SLE 08/09/05 76394 NOV e4 2005 Plan Check $1,395.78 SLE 08/09/05 76394 Permit $2,147.35 SLE 08/09/05 76394 Jefferson County Planning Total: $3,600.63 & Building Department c ;>r JEFFERSON COUNTY ► i L_ ,, th1.1: — Ki DEPARTMENT OF COMMUNITY DEVELOPMEN ` �� �� 1 , 621 Sheridan Street. Port Townsend •Washington 98368 II : JUG V Q 05 ►. ''� j''� 360/379-4450. 360/379-4451 Fax http://vvww.cojefferson.wa.us/commdevelopment/opment/ ' { fferson.wa.us/commdevel - ------" STORMWATER SITE PLAN SUBMITTAL TEMPLATE I MLA# b ) -4 1-0 PROJECT/APPLICANT NAME: P(A-eP r D J /j I Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use sit the separate stormwater site plan map. Application or to submit a Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. -:.. 0 ere f`(c- .J'{. '-✓•z d,r s : T,.-• I a c e • C-.�.•a.,-v_r( c: Zv e e�''c., 4r S s er Kr--di ,;v ►` ln#0 h•gt C Q rn4 CC•s��r .( ems C2�J �t so') Existing Conditions Summary 4A•-.,/l/e+ '' 4 ex so' G «; , e 2. Describe the existing topography. Indicate contours on the site map. --S€' r `t et,/oy i s 4 s r 1o,... CrAAStss4S a 'D, 1�•2_,„C11.%; fe c i.C;f7��fd.I' b e.,.�c,,e j S a.to�•: 3,S Cs....1)-c c�...C�,t /c a.„,4 b e.�.e t . ' ,- c v b mac..t.l.,, -�i l., 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 6g i o-c-it i-e-s-r;e .. rat c. H f e 4 c 4-zt s s c ...c.. -1-C... f /7 , ✓ (O ..�,...c lcR-•� . �j O.-�.}wee 1 ,. �� . l/ 4. Describe the 4-e existingf soils. Indicate soil type on the site map. 4,....-•-,/a-c- ci ,30-4-:c� 0v.z-�' c�r�e�•i 4 c. (0Q a/ i / 5. Describe the existing site hydrology(i.e., drainage;behavior of water on the site—above,below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each.0 ot-`kit' 4, cat c-t- CSC �k e-,vt - 4J `,� /� q ✓ 7 ire :1( v r s.?...�r�Q F'-�t.cam..--s d'--�:r:x. 6,, ,ika•,-.7 ' c J..,,(i( yrc e I't J .wtY 4 .{.cs -it` .1.6..r+i , C 6 a,) W:. E, e w.- :h ot rc l ez/1' Lr.'I i '{a -t Nte.., Li,I I` Ind.. e-:n..L S:.�.J'u• .►.w `.f 4.? r`)i.t.'(cE.v:s "etc( c i t k 4.e `3 i't</ Y'Le" .;..('.(?. 6. Describe any excess levels of noisigenerated by the proposed use or activity: i1r1 2I`1' A PpROVEI) STORMWATErR PLAN A -- -- --, Nr Stormwat s I I NOV 1 5 2005 stormwate sit an template-rev.10/1/2003 A90 re I �eE 1EFFENT 5 CO e cc DEPT.OF C . EVE PM 11 cariin ,I' IGNATl;RE: 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. c,4' e c'c r,, �str-t- 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). j vtIX a G.%i,C l.��., CsG-�'. V3Jc V1L P e,„ , e.,,, _VJ cc -4 c , , 6:1?.2,- ,oc:c62..- e�� tc., KSL-vt(red , iv...,,-r b c,. :IA c_til i P Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. (9 I} 1 9,, w-,, ,/u(, -,-GQ�I_ c Gtv"'4c et V'.:_, v. b44r� l b . f 1. — �7,2.-- .- 64-, do / ex) 7.�,;�1 to I( — 1v..14. -C E'.y�4,6-- C it.. `I-it i'h c(2 Y G.v ( io . ) 5�c,-,e v►-.wr. -}cv .mac. Ln;>,ft k .tt�, X ,spa�Y F°d �z c 11C94. ) ,2G._ -I C v(14,c4' �.-% a'/ 0,.'rt4'� ?(r �J t�Q ✓Y�./'9 • 10. If the project requires the use of stormwater treatment facilties, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] Na 11. Describe the performance goals and standards applicable to the project. �t i:'Y..�+c.-�' I,v f-<._i cJ t n�-.: ,�.Py a;..,c e' L' D�� S �,.-----7, i Ai a sr.., /1 12. Describe the flow control system. 0 <.-,,....e j ('�: 0�e.c to_ -c( q-( ( w: C( ( ,( .(•tom-,.r, r• ( ; AU'v - 9 �UU5 1, _ t i I 1 6 stormwater site plan template-rev.10/1/2003 13. Describe the water quality system. W:1 t..e.....-clic ill.> Le 4--, I. 9,44-ck c7 41 E 4.e-v/7 t (/`] ,c-.-c-e 4 S'*e.n-130.1 ai vt a..eF*,`tom If 0,-04c rd...-&-4; A.A." '...t)‘,1 e - e_,r_l sit,7 , •-.1 14. Describe the conveyance system analysis and design. 0 r� 9 ..v �.r( In/ /CI,Casa-, rp p,tit_ �►' /G'ccTS K t' .e¢c Say dr.+ •Lrk 1 f e c -.1 4,4 t:ars-m e� e,.J4fv' C r..c,r f (ti f r- 4 .,..c1 ,_, ,,..t 4C-€r-.k y�,f !, •�/� rw.�+r � -�tcl,)o� , r « S l o,€-cf 0 0'15 4..:.?E1/4,^4 (5.4 j i A.4-e.G.sc...-, . / '7e e -jc'-4.r dff...} 15. Describe the source of fill material,physical //c1haracterist /ics of fill material,and deposition of excess material. n 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. g I A d:L-9. 4. tL -Y7• ( . t,44-d.+K Cr ! / ','�?Y'-�j ef,...l.�_ I 17. Describe the proposed surfacing material. }_ C v- tA-1,(tiG+-co )17,•, (G c(L .C"J_' L�r,' -�3 v." V. ,,..-l I le_ L.7r4 i G :P r K v"e- ` c.-v- •.y^i+'t.tf-t. e'er[+ rrva e v P. 18. Describe methods�� for restoration of the site J ` "-c 'L T'l( r2'w4c'1)`Q f e.(S 4a ke- r;t' 5 r 4 i _) e v e-✓ 9 i aa-SS v ` r oi c ) l .f 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. ((r4 . 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. =J 1 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. • • �I4 l iI `'l �t�� �M1t f(`.i� !' 11: kt t G - .J f L ..x .• i stormwater site plan template-rev.10/1/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the - template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. f�r/ 7 2 o e. Mr, t cQi`�tCv�e E'er 8 ;,d i Sew' // pc'_�Q��nr e� y�etrf� �fie! ) y k e (�e fr Ll iLf+,'Ht"if.LL_V-u-CC / h K �'N 1c �1 t / t • I t Yr-t C4/' 2. Establish Construction Access. tet 10 f,s L V: i s 4-1( v t. i- (., ( (`r ry e, ' 0, J et c t on 4 r c . / 3. Control Flow Rates. ✓ n I it u r-c. Cab c+ t cf _'I( . 4. Install Sediment Controls. 1.1f c d. V�'-`I i Gam-, (n-k ,`4 IL"3 K IA .t 4.�1.+s 2 f.=a�.' e-F �-, . t L' 1 Ay�e c T , f4""`7 n_ e-oei cis C u.+ Sct.. s:`F ✓tiC ttr `tom tsy,'�, f s r e - c?c -i i.s k . 5. 'Stabilize Soils. � (( 014 t•xt ;vy^ct_X £ 5 t€- h -c -e / r //e4.��.q o.., tyy 42-4 •n.r ,a cr 42f' s Lr<= k L�{It K 4 r{),c .�S' 6 I t 7" 6. Protect Slopes.C✓D 2 c."� t �� �i e�r. e.�F E'c 5- "t f aY_✓ r-t:; t �4-s :~+-... `i/O l' 'k e pley rr. c eh— ) u i(A t . Lc(r e 7. Protect Drain Inlets. I cl v►y i>✓,k e � t•Jz�xl cQ /�ttT t t o C C�r��Y�c.T P ,x`�rc.4-es cv- S c :e a s. r`S c eQ V>.- hex e S 1�r j1r 2.i t I .'1tr�lu..;cJ ' c el"4-da t vuCferG .e.. J k i.�i EL•� 1U a (� �z lox?4:-.c4-1 c ( try.( c ( r L'IA.`t€ yvCi' ,O' ri'a�0 y-1ti v\ 5 i 1'1 • —AUG -- 9 2005 s I 8 stormwater site plan template-rev.10/1/2003 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 4- 5. - F C!. (.Q - Vey 14a---4es4 �.,• e• .h (e S V f1o./'Z ti v cs V S ,> Sa1s (D) 0 — 14 -- 9. Control Pollutants. 1`Q-2 Gt f ere- C t.e d ✓1 Utn 1• t �+ ✓L. Lr t --..2+c A C C��`•Fct Yh v�4'c 't5 p �✓•rer t la 5�1 � G� YL Q 2 O�— G' f,.S W ev2 dt--✓'C e 10. xC�ontrol De-Watering(the act of pumping groundwater or stormwater away from an active construction site). t.1 at c %, �,�/`� �2 t V . . y��r� � .:c 'cc S S K-- �c�c P cn '5 Ler 1 y ma c;- ; b-e. ., 11. Maintain Best Management Practices(BMPs). Ck. 1` ' .a /°� �� 14(2 , , �v. if < f w. s -fie .. je�a-( C Qcs. r.i1 �,u c e�,W r .�ic1r> c0.1( bell c o toe—e,, .f ir+ i+-y i Z � i t3�`� cc.-^p -Q r.1 e`I' 1b c IC 4e, i`t-3 es,-r e t Ada Q s 6/r2►c r 4_S./At,`1%. hie . 12. Manage the Project. °fir io t7 a-i S. ' i�G �� lam/ �`� 1 1\Z e {r e' Lt � %l F �=�✓i�r cc f '-cf e-p-f e , Ni ti Cc 1Q CCC�.i VT'ti-frt s Cam,SKIT 1 4t V (24717 c: C ,`� 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads).' /y ,/ 0/1 :VL w.n.C ' blf �.. Ill )c v.ic✓ by — b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 5 r ` I( e•-.1 C. J C 7 lt.i�y E�•.vl-� i 2�+j W FL c `t- 1 c�..�`y z-�w is I l ©�! .f� Pi •� .4 L./ /et-h'!) caA.f 0-0_4 -1 d-G l So Ak ) ^ c c, e 1.5 a-tQ 11 ( 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. lr YC 6C' c i 5 r�-� � Q� r stormwater site plan template-rev.10/1/2003 ' 9 b. Description of special requirements for working in or near environmentally sensitive areas. . , 4(fir 1 t' `..1‹) °ram pre) ex " 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,errodibiliity,settleability,permeability,depth,texture,soil structure). (..1-6 L17'� , St4� , S, ram'(.F4C.v2ry /C( "�,�f /C_ ki-r �,is-e�-' -f c a_ t.—Vt e.._ j7(7 c71 ---( ..(,1. �N�_` E� L'rc,-y, �'f r 1 •S r L�--'`y�.Q .L?Y'k 4�c_ �,C e-V'`J l�!'c cam.•-vQ to:..•.1 c.( y..3< <- c s Sc.47 il,-€`1at FJJt//A.' 5 c-.i-4, o 5. Construction Phasing. i ; s 4•e.-l 1 �.,�;,.l4-,e...er c -t�.+ Ace:.►ti-, (i,' e o-v.- a. Construction sequence �% r �i�r _'4-. s a C[ lete tot.,;(4k ��'e'er C Cam,.. x-c'4--cr ," � cc--•," '4e7�'7fi -+1 t'vs.rw,,'-.A `JCS €-`r e � 1.z1( c 7a P c 4r�sse' t-�/o'.F (E) e( -., �, i u v4C, a lecii ,, b. Construction phasing(if proposed) .J ;,,t .,4,t ca_'t e. A.vo ; i w s Ya e',di, 51ti.wc-`f .r v` Ic 6, 4. ,Vt;S(~ c't./(c , y Ai"A. .7 J E' ), r (....,4 iv" , Sv;.,-, �+J t:..r. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. V -'3.,(7.c�' ( )iN I el6) " tx5 `o c (g. )�) - Serr"i 'OS a•C)c_i_ II. Wet Season Construction Activities. a. Proposed wet season construction activities. v...t.*vcg.. b. Proposed wet season constriction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. )Q.'_E-- U , C t'a.,,4 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. �g �� �) t p 1 �.-C? e c�--'Y'v�:-C`,',z-' ,I f �t Yde-12.e.eu. ?fry...„.-Y 7= O 2---,,Q..1,- i S tv`v c 1,--.,_0,7 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the ' g,if applicable. - - --'; a. Sediment Ponds/Traps. 1,,1 ►^Q b. Diversions. 114 c Li i 'l c. Waterways. `�"'r l� 1 d. Runoff/Stormwater Detention Calculations o.Alte cl ` , 10 stormwater site plan template-rev.10V12003 4w $ON c°�, JEFFERSOPOUNTY • w # A DEPARTMENT OF COMMUNITY OPMENT _ �-a `� 621 Sheridan Street • Port Tow r�C' •frVashin` on1983t 8E 360/379-4450 • 360/379-4451 ax J r 1 L" 1S,Zin Ne www.co.jefferson.wa.us/commd ve f Ipment r AUG - 9 2005 . ,`} Master Permit Application j I LA: 3_/,O� Project Description(include separate sheets as necessary): - '-- -- � J `T 0[ • Tax Parcel / .+ `I�'y h `!"r r� Number: 2.( `j •-(^'LY Property Size: 3 + (acres/square feet) Site Address and/or Directions to Property: /' 3 k141X v,'et t),r f!! (5 f t, �- r C / ,+f r' Property Owner(s)of Record: . t ;,, " Telephone: 36 e• Lf?,').-y/5 S Fax: Se----,Mailing Address: �u"3 f 'Tke.„ , •, email: �'ici J S/� < <�f� Applicant/Agent(if different from ' wner): Telephone: Fax: Mailing Address: email: What kind of Permit?(Check each box that applies) Building ❑ Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a),C(d),or C]** ❑ Single Family 0 Discretionary"D"or Unnamed Use Classification i Garage Attached/Detached. ❑ Special Use(Essential Public Facilities)*" ❑ Manufactured Home ❑ Boundary Line Adjustment 0 Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑Change of Use ❑ Long Plat** 0 Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments" ❑ Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management 0 Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment o Forest Practices Act/Release of Six-Year Moratorium *May require a Pre-Application Conference **Requires a Pre-Application Please identify any other local, state or federal permits required for s proposal, if known: rence I hereby designate G i G. 1 .2�[1a, DESIGNATION OF AGENT "i to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE�12LA -t ' � r� YC r l l 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 it's 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.Access and right of entry to this property shall be requested and shall occur only during regular business hours. i Signature: 'K-cc�-z"e,,r' } ` ,3 Date: The action or actions Applicant will undertake as a result of the issuance of this or endangered species and could lead to a potential"take"of an endangered species astthose terms may vare defined in the federal law known asely imact pon one or more threatdthe "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable, pbrisibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: .. t.e�e-r` Date: 13 "/ •C' S.— G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc W. OWNER 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 r t possibility of the General Contractor for the proposed project. Signature: t -l-r.Z Date: 'S '1 3.'' GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: ( ) ( ) / MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: f/ PHONE ( ) FAx: ( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: CI Wood Existing: .�'F/ -Sewer It. New ❑ Steel Proposed: --- Bank ❑ Community System CI Addition 0 Concrete Total: v Height: CI Individual System 0 Alteration/RemodelSEP Permit# �i I-Octi 5 ❑ Repair 0 Masonry , ❑ Demolition Other: S/i Bedrooms: Water Supply: Existing: 3 Setback: ❑ Private well ❑ Two Party Proposed: � Public Type of Heat: Total: Name of System:1',_'Lie Le.re 4 ins ti If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: /'Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Curren / Proposed IBC Occupancy: IBC Type of construction: / _ Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation perm-shark all items below that apply: ❑ Underground Tank ❑ Above ground Tank ✓, Size of Propane Tank: 0 Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert 0 Hot Water Tank ❑ Pellet Stove ❑ Other Is this appliance being installed in a Manufactured(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, including the reserve area. I i 1 Square Footage For Office Use Only f Current Proposed AmQ-n`"" Main Floor Consis R view: 4n f4 16 133`� 010 1. "1 2rvu Floor Base fee: ro Floor - Additional Seg 3tionAt( - - zOOs I ,., -� . Q Mezzanine: _. Plan C eck fete;, ____..__.._ 3015, O Heated Basement State S rcharge fee: - _.__,- Li/Yea 1 . 4%.D... Unheated Basement Pot Water Review fee: VI.06 Other Unheated _- 911/Rd Approach fee: t in Garage/Carport LID 2., 1 4:3(6.CO TOTAL: $ '6 5. A Decks 'lc cr ,l QC i. Receipt Number: 1(0 3 Other y Cash/Check Number: a w l ESTIMATED COST(REQUIRED) Date: 16 .Fair market value of all labor and materials foundationito, lsh �y �" Initials: 7 l�`io-c.t . c.c' � `)� �D�a G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc • O \ Ib il„,...tr .---....midw. ir, ps L.......40 .g k. ( ‘.: g .._. • s#,KJ i `L' 6, /t1 r -j N. 4 ,, c �Ya f �s dt^ / �kk, y „� it ice, �'.409 ` P s '� s reo y '' � \' �I h Vik \ ♦ Yd 11011 /6"-t; S- I C. -As\ I:' :4.-1:: (:..> ',.':,„ \ N. "\ti r‘if,- ,„,, \ ':\::t7. :":2 1.41r*:%"-- #4Ak''''11 '+. c:4-C-1— --\ i, kit 1,A-4"„.4 P----- %...-a-tA 1 ' ,A )r) i•-• 14- %It*440bh,7 1 .._,. 7,,, t -7):,-.v)\ .3\ \-, ' ''AIIIIM -,,, ‘‘0 11.7 o F. 4 t ......... 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