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BLD2011-00013
5 0UILDING PERMIT APPLICAAN MReevvi! _ ewTyBp 1I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00013 Received Date: 1/24/2011 SITE ADDRESS: 31 PORTER LN PORT TOWNSEND, 98368 OWNER: NORMAN P GOODWIN PHONE: 425-771-2022 1105 12TH AVE N EDMONDS WA 980202512 SUBDIVISION: Block: Lot: T 57+ PARCEL NUMBER: 001063019 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: KIT AFRICA PHONE: 360-385-5342 1673 WOODLAND DR PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 28,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 960 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 R*4 Date:I • l Cti Jam'r`IC Type Amount Paid By: Date: Receipt: Approved/Date Permit $421.55 LYK 01/24/11 58444 � Plan Check $274.01 LYK 01/24/11 58444 PR O U E r State Building Code $4.50 LYK 01/24/11 58444 Total: $700.06 APR q z:iii &Je rson County Plannin; uilding Opaline,.line,. • • CC Tr H 0') = 0) Q LL -0 Z LL \ O H O N J O J m — no (n .Ne W o a = = v +, o z - C U O = " W 0 0 CO -- +' -0 H O CT I w .. 7 L L L CO N-- <C = U U U W Z 0 CC l O J 0 d \ \ ,-y U I- I- O O J } O a) co cu co -0 = 0 O Y U CC CD O -O N LU J LO CO C = 3 ,- 3 I— Z CO J CO \ O LC) 0 Cl) LU CV C) J U 0 CU -0 Q CD 0_ Z I C X O ,--, tt H O ._ 0) CO 3 N 3 >- - LC) Q Z 0 F- N J F- C1 CO Z CO -0 CC O X CO 0_ LU CO H Z 0) C LU CO Q Z J W 3 W CZ CO F- >- CO Q OD CC 0 LU C) O CO O X Q 0 O 7 Q .. CC 3 OD CC X \ 0 0 Q 3 CO CL 0 - CO 0 a 0 Q Q CD 0 CC W Z \ Z I- = 0 J CO') -J CO N- LU d F- X CC Z ? - I- CU CO U W 'O O 1- CO') Z X LU Z .- 0 CC U CO CO CO 7 I1 F- N J Q Z I— CC 3 O) CZ X L!) O 0 X X = 0 CO CO X CC 0 X N CO Q Q CO O 7 0. O C7 - 0 CD CO F- F- - 0 \ C.) z LU Co CO - +. 0 0) O CO 7 Cr) 0 LO CO (O 0 ) O 0 o CO O CD CO o o 1- p .- CO CO 0 0 -0 L - c.4 LO U CI) .- Tr 7) # C 0 0 a) L 3 L O y C — a) O + a) O a) O) 7) a) -- 7) C'7' _c CO 0 CO CU U > CO CJ L C. 0. - 0 CO 0. L 0 CO X +. U -0 X CD CO CL CO ._ ._ CO O) F- I- X q- I- CO (0 CF 3C # F- Q ox ' III • 0JEFFERSON COUNTY rz, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax NOwww.co.jefferson.wa.uslcommdevelopment d Master Permit Application MLA: 1 1—(- - Project Description(include separate sheets as necessary): C-7 /4-(144; - LU 1h+ft RAF Tax Parcel Number. 00 f 06 3 0) 9/ Property Size: 1,-/r G !(acres/;quare feet) Site Address and/or Directions to Property:. ) 66 41 5.. G Qrj= -3 t Po T IZ °- Property Owner(s)of Record: A1 0 r,---- r r A-7-I • 0017 LA-J ,-- Telephone: 7-6- b Fax t f 3 Fax: X,A email: l'1/ Mailing Address: // Ds /2 A-V_, 1'- E l)rno/vO 5 / Wel, 9-So 2-0 "-Applicant/Agent(if different from owner) k i i A"i-rt--t c-/-4 Telephone: 585- 5. 31/ 7i Fax: W/'A email: AllA Mailing Address I Cn VV 0 v o -,.4-7-S O bila.V 5'T. w (i a 3 6 3 What kind of Permit?(Check each box that applies 0 Lot or Road Segregation uilding 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor,Major or Reasonable Economic Use) ❑Single Family [ Garage Attached/ tached 0 Conditional Use[C(a),C(d),or C)" ❑ Manufactured Home 0 Modular - 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)'"' ❑ Change of Use 0 Boundary Line Adjustment O Address 0 Road Approach 0 Short Plat" ❑Home Business 0 Cottage Industry ❑Binding Site Plan"" ❑Propane 0 Long Plat*' ❑Sign -- • ' 0 Planned Rural Residential Development(PRRD)IAmendments"" ❑Allowed"Yes'Use Consistency Analysis 0 Plat Vacation/Alteration"" ❑Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions"" ❑Site Plan Approval Advance Determination(SPAAD)" 0 Shoreline Management Substantial Development'"' ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication" 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Apt/Release of Sbc-Year Moratorium 0 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 r l A C {t _to act as my agent in matters relating to this�/application for permit(s). /OWNERSIGNATURE ifDate: / .J7 ii ter.s+. - By signing this application 4a.p the owner/agent attests thatthe information provided herein,and in any attachments,' true and correct to the best of his,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 County against all liabilities,judgments,court costs,re 1,1-1111.) fitttori�9� fst expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of I \•- . . 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 iced later inspect'•ns. Staffs access and right of entry will be.assumed unless the applicant informs the j ih i t the time of the apple •r s wants prior notice. u /Signature: llC.����..c,,s1 - -- Date:4/ / r The action or acti• Plicant will undertake as a result of the issuance of this permit may negatively impa upon o ly D co if endangered specie-` d could lead to a'potential lake"of an endangered species as those terms are defined in the r "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-transfixfable ressibility for adhering to and complying with the ESA. The Applicant has read this disci 'mea signs and dates it below. Signature: _"-- I Date: //7 / ...,.-n„•te4# 4\non vnonC\c..�.....non o___\r.r _;. n__,•__-,__ � ,-- fff / • • 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 the General Contractor for the proposed project. • Signature: Date: GENERAL CONTRACTOR 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: Shoreline: Type of Sewage Disposal: 'New X.-Wood Existing: 0 Sewer ❑ Addition 0 Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: --P` Height: 0 Individual Sy em ❑ Repair ❑ Masonry SEP Permit# D' ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: p'Private well 0 Two Party Type of Heat: Proposed: ❑ Public ` -- Total: -e--- Name of System j.Z p{I1)6 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(incudes 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 andlor Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 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!Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. °�' � t n .� } '+k� A Y r �'3 S•uare Foota•e Current Pro..sed ...,,. iici i, -' : .5 ; `f s4 e+�' .:ez: ts ;S`I ':"31EGF<a `,`•:I, d .xv`'z ,ax. Main Floor Heated 14EH Bid App Review:gk; 175 Floor Heated :-� Consistency Review: '— zb x 0 Other Heated .6-3,, ,-,,,-., Base fee: ^I ,A2KS , �/�r), Mezzanine , �4.; -r Additional Section: :IS-f Heated Basementw `s.; Plan Check fee: Unheated Basement x + State Surcharge fee: Other Unheated „ ,.., , ,, Pot Water Review fee: ` � R ., 1._.0 trliti Garage/Carport SUBTOTAL Decks _ 911/Rd Approach fee: i Other ,, TOTAL $_”l b cO ao = Receipt Number: ns 4.0(4 giri „_ Cash/Check Number; ESTIMATED COST ' :ti1REl3)\ Date: .�, .Fair market value o :II l rand materials foundation to finish -L-`-F=11 Vii. / ' I Initials: ------'r- r:•\p..,-.,,;,c,-.,rer\###FORMS###\DRD FORMS\Current DAD Fnrms\Master Permit Annlication 5-29-OR dor • a , APPROVED • �tormw e /, �� Required 1,111��►.I. 4. 0� STORMWATER PLAN ON c0 W w k� 64, JEFFERSON COUNTY APR - 7,6011 , ;."1 DEPARTMENT OF COMMUNITY DEVELOPMENT d 621 Sheridan Street • Port Townsend •Washington 98368 JET R �:�j O TY �q O$ 360/379-4450 • 360/379-4451 Fax DEPT.O OF N 13 oP ENT DEPT. E. 81N http://www.co.jefferson.wa.us/commdevelopment/ / STORMWATER SITE PLAN SUBMITTAL TEMPLAT- -1 S PROJECT/APPLICANT NAME: 61\ U3Lk Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. t L. (.1, L 1.1 C, .5 fk� n f © F ti 1'l Y 6 •� 3 v 6)5 6 1 JR (> torr'- Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. fi1-@rl= © P" 5 t i t S : 5=. *PT J Vi i ` .,,A- 4 .. "tr / = ` rp, ri 141 O / t<.ial 1("' 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 5 >j 4. Describe the existing soils. Indicate soil type on the site map. 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. 6. Describe any excess levels of noise generated bythe proposed use or activity: ,s t j L- C)77)4.:42TZ– ()kJ, (4'I t h 'JAN 24 2011 slormwater site pian template—rev.10/21/2008 ,J.F.f[EASON tfltiNTY C 5 J f r 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. , i ' r a PP r+ 7 c ' V 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.). c w-S d6 a-r *A t t) 4 t .,r Ft4 6c-1 \t' r"'t t t) is't S SIT-t $ 14/ r?-,9Q p,A':-�_ — r"1.-011I PfMM1 .. 3 r P 6-4,-T-7,2 G A.pt z, # rt , r 14 -; r-- N 117-- Ityi.4 r2a ! 1,: r r 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. \, / PI ya.=-IA r 2 A t 11 7- - A ,i f o E---t V I .R 3 d I/Lnt 0? A.'7.-/ 0 Ai rt r 7 ti` S 4 tr ,0 0 a:)a 1 • 7 h63( 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] ri/k • 11. Describe the performance goals and standards applicable to the project. ��,, j ' C 0 T 63 ) � t? V 1 5-X I . T r%..1 G /d'r l =may 5 O F 1'40 N f '.i -;111 ' ‘;-P_, ;_1"-. -_� . -. > r xm t13 NI irAij CI 6, 1A Cc ['fav- c ...q I C O'J =('t,.. /k`rU Li i O l 8 al 6 !1 f- .;0-1 Of'' . e s',14 7"d a 'x-- t k t! 1 }= • "t i r.: ? A' D oil LC.. Nf 1/ac-Eii/ 7� 6 J-=�-fi� r(rr4�i V CoZv wTl 12. Describe the flow control system. l E�Z-i-F f7 3-1/,/,\.{ 5 670 A 1' (Z) vV G ( .'sN17—`z-a_ / Ov ✓ D (C1)-Y) f3 1 F o-1.I'JO/A- -7 6 r‘J ibrZ-,4 i AJ / "1--- //\/ S 6 ' GA-G t+- O. - 0- Z - 0 J2 4-5---:-0 1-14 g c. 4-41 o? B- i q /A!TO --D a;. 4 r /3 IA 2,1 (-, / &/ S,R--"ro LiLv / -)-,-, ) vr�2 D a2-tt-i ,-.J7 ash SD 1 stormwater site plan template—rev.102112008 6 0 • 1 13. Describe the water quality system. `_/ / / r.:: f S Vi— ©/ZT, "I `7�j r t�v/-7-0 2,A-z_ JY -'7 Ari 7 or)-} r YZ.13S A2(. l - vti -ii-r -r'Ua / 5 gi"D "IZ4t, 'DF it /o fT- 14. Describe the conveyance system analysis and design. iI /1 S," l 2- COV 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. Fl IA •-1--r? M c1- )/ /-'d'?.o 14 A.J 14# ,JCP t? CP�' ri 0 7-.l ry "7 2A nu 24C- /c " C V7L f ti K�—,-z- P:�Jzrz��-0 -T14 13 , 14't-L f 1 larr-_-(24 A-t, W- C-C.. r3 13-;6z-rn 4:4D IA P /'`72-0141"0 1 ) i nrrn7 7 atjJ -i'-1-4.-.13.-1-.::-: -00-14 Vit' .4y \ 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. C i � C-67rl P/i-t--1--sem d-0 G A-C_ F�--A-Flit^`,,-,41-‘2.4-14-- 17. Describe the proposed surfacing material. 19121 v r 13E. Cam St-e--,--3 OZv 4-((_ d-V i2 t- j►'f f t t.. 1'L-14.-t- r -(- • H ,, -Z 18. Describe methods for restoration of the site. jou Ar t4Pr d[D T CD 17-::42-7.,(J /b y n/rite) C ry- TYZ% G'l Q-'.-J LAI f L't- 6 a )-O ij1- >k r Is- Ai q--TLi rat A--t__ L 4r L.. G1 1 -0 tAr)t.1 i f .;•-_.: A-44--t AA-C 7.4 3 —rt)t) 9z-r_ '=-r/ "2 A- . -r c_i -C V . .- av%_,1 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. 14(4019- ---,- 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 44-- 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. 5 '�7---/ S S T-zy►'►'t Da...A-� 1 --e.--..ti,.; cil 5 7 1 1; r/ � 2;_-_- 5- , l� / �`/ ` , JAN 2 4 2011 Q stormwater site plan template—rev.10/21/2008 SiY..f[-F.-41011 LOU N T' OD 7 • , CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Constriction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the templai.. ..at 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 Pollutior Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or Olt 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. Y Ai l m Art c,4 rlij ,v ,CZ_ CAJ 1 V _ evT 2. Establish Construction #, k f ST- av C re 'v EA-S'era,.SKI r )-t'3 ^1 _PO /,J,2" e pLA T P Cgril, (2.-o‘))as --O "1J ! (3n-A-4,1,c. Deft Jz ,r 3. Control Flow Rates. N V - Cl de 1.4 N . 4. Install Sediment Controls. 5. Stabilize Soils. rki/ft- 6. Protect Slopes. 7. Protect Drain Inlets. fl/fir- stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. stormwater site plan template—rev.10/212008 , 9 b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g.,erodibility,settleability, permeability, depth,texture, soil structure). tV O V] Ff ire---7_412. -1 M.c4 S ,r`._/kir L._ �l0W HO? c 0 W JO 1/) —17-41 C ' S I /• IIt ,1 <_ js ; bra r' 1 Qt.J 5. Construction Phasing. a. Construction sequence C C - a7 — b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. •—T"171'1 S Pd 1 a c i_ C- 01.1 o "1"-- 9 9 i t f S f c S vt = 4 L A- f f- 1 -7 II. Wet Season Construction Activities. J m 0),(77-11 a. Proposed wet season construction activities. 1„J 7 2,,c" / d--10) 1.0 r7--,g b. Proposed wet season construction 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. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts, S "i pr--t R ---3yd/JS /A 1 t-, Y- 8. Engineering Calculations. Provide Design Calculations on a separat- eet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. A c. Waterways. d. Runoff/Stormwater Detention Calculation stormwater site plan template-rev.10/21/2009 10 • • SECTION II— EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation (e.g.,tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion &sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions, and direction of flow in all ditches, swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length, and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g., concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water qualityon the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template—rev.10/21/2008 11 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my k .wledge. I also certify that this application is being made with the full knowledge and consent of all owners/of the affected pro -rty. (LAND R OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 tb a 1 C) 1 I a 3. 0 flH R r rn 0 to ti x Z 'a _ i Ak \ ''N''Th------- '� / ') 4 p �_ r9/ Y_ /p 4V =o / / -� 1 r / I / / . _ N ,tl / # l '--;4ktlit 1 E.) I 1151 *'''"- / t N £ ro { b � 1. � b / p �i0oo . . (.,rri lz° o � � / c� u , w oo#°°'° '- . II, :-... , ,..„ c„ (.0 -,„ . , ,,, ....., ,.... - , ,.._,, (-) .., _ ._ . , 0, , :, , c,,, ____, , ,, O (r) -1) / / e .=_ 0 rri O � °psi )3 O / / z0 CIJ mn tri 2:1 r , ' co low V O ,>. � � �, Ww ° o = 1 e itif l�'J �► ZOO wbli O n b � 7a Z W Imo 1. r CO r C1 • • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.7. In general,lithe ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse storm runoff lithe 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 tothe use of splashblocks: 1. A vegetated flowpath of at least 50 feet should be maintained between the discharge point and any property line,structure,steep slope, stream,wetland,lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A tnaximium of 700 splashblock square feet of roof area may drain to each 3. A splashblock ora pad of(=shed rock(2 feet wide by 3 feet long by 6 inches deep)should be placed at each downspout discharge point. 4. No erosion or flooding of downstream properties may result. 5. Runoff discharged towards landslide ha7atd areas must be evaluated j by a professional engineer with geotechnical expertise or a qualified j I geologist. Splashblocks may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and jurisdiction approval. 6. 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. February 2005 Volume 111—H k Analyst nalysls and Flow Control BMPs 3-15 • ( ) 1 . I! o house ' 1..I •I Ro l t4 v cloWnspout • . i serves up to ' =.1 II 700 sf.Of roof • p_H•ui 1 . i w,..„.....,, • ir-ibm, lui* I 1 50'min. _ Ve9etated flow path, - : • i :i iTlitailli .hrgi oltiffilif ' I - El_ WINI-mi I Splash biodc darir— I' OMR I• ,• II 1 - • --- 10101116- ,I I r I! -4-4- -- 6.11-Kr Downspout extension • • NTS 1 ' I Splash I block iiitirg!fr-Pe.""inr‘ * I I ,. •••••••••••=11••••••••• • I i i i Figure 3.7 Typical Downspout Splashblock Dispersion I ' 1 i I, t 1 , I, I 1 3-16 Volume Ill-Hydrologic Analysis and Flow Control BMPs ebruary 2005 0 • Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.7. Inen ground is sloped away from the foundation and there is adequate if the vegetation and area for effective disperse storm runoff Ifthe ground� rsion,spv l.if the truwiladequately a basement,or if foundation drains are fairlyproposed,lam.iffshe Jocks with includes downspout extensions may be a better choice because the discie t is moved away from the foundation. Downspout extensiin pde piping to a spiashbiock/dise ons can include harga point a considerable distance from the downspout,as long as the runoffcan travel through a well-vegetated area as=desexibed below The following apply to the use of splashblocks: I. A vegetated flowpath of at least 50 feet should be maintained I the discharge point and any property line,structuresteep slope, eetween stream,wetland,lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. I 2. A maximum of 700 square feet of roof area may drain to each . splasliblock. 3. A splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 • inches deep)should be placed at each downspout discharge t ' 4. No erosion or floodingo f downstream wnstream 1perties may result. 5. Runoff discharged towards landslide hazard areas must be evaluated by a professional engineer with geotechnical expertise or a qualified f geologist. Splashbloeks may not be placed on or above slopesgreater ! I than 20% or above erosion hazard areas without evaluation by aj professional engineer with ge chnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and jurisdiction approval. 6. 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 drainfueld or where site conditions(soil permeability, distance between systems, etc)indicate that this is unnecessary. Ii i February 2005 Volume III—Hydrologic Analysis and Flow Control BMPs 3-15 f , • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilizPd wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details.Note:the 100'minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: _ Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM D4632) 30%max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS(ASTM D4751) 20-45(U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • • Hog fuel(wood-based mulch)may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104)shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume 11—Construction Stonnwater Pollution Prevention February 2005 • • . • Whenever possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in `,,""''^",is accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance, or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C l 03 and C l04) shall be installed to control traffic. • Upon project completion and site stabilization,all construction accesses intended as permanent access for maintenance shall be e ermanently stabilized. I I Driveway shay mea me requirements of the permitting agency It k recommended gat the entrance so he crnwtred thatnayrt Po•A drains elf the pad II Install driveway culvert �: •;• ` 1r Otters le a roadside :tr.�`,ar ditch present a'f.��: I( s,�quarryspays i;•: . Geotezyk ", IT min.thickness�•'.$t �J�`� I �J I PrWlde fag width c4 Ingress/emu area I Figure 4.2-Stabilized Construction Entrance February 2005 Volume II-Construction Stormwater Pollution Prevention 4-9 a , m • .. 3. • P O Do k n 4 rnpcnnv, '' rc N o t\.) 2 NI 9) 2 o cnZco Y 2 yr e -..1 0 CO `' n +D ��q.'- } �\ / � 9 # , ,w *V / ,pr 'y d .. o y lb C4- Ke I / o - : ,--LF-1 . 4 10 / / / 1 F P 4:i 1 1 CS g 14Ik of$ i 0 .,.. • ... ilF z _t ro � wi yGk1 b ..----- P- •\ C r::1 (j) / , ,01 -1 CPF � � i / �/ 0 / cn - D b � O /o ® egi 4v. tri b .. 4 Via-- yO 0-41 O ,,, . ie.; r-r, m --,-1 c) c:,I co ) z-L gi w bo .r H i CO I m i • 0 EXPIRED Edit l ' Acti,nty: 101 Desc: EXPIRED PERMIT Updated:1 211 01201 4 NEW __ _ Disposition DONE Hold Level_ Hold , Dates Calendar Tag-1,- ag(_-! Report Tag Assigned To Date3. 12 120'4 Done By itJEV,,<' OK I I Notes: X-Coordinate: Called Dr. Goodwin.An "answering service"picked up the phone . Help i and took my msg. I stated his permit had expired in 2011 Y-Coordinate- Inquired whether he was interested in pursuing the permit and IVR Confirmation Number paying the charges or abandoning the permit as there appears to I be no construction initiated. Iimmomommm I n w i 7 111 ! V '... lis b _ /14 1 f A s I 4 4 N — I i ..s 1 JJ S S S S 0_ S 8 S S T J ^ S S 'Y\L a S a N N -T1 s o I; z '? z � y s 'Zll a ii - 0 n o 1l r c) ..4 K4 i N II a K L z rtif` r-- -• -- %CI Z 1 r brn �", fn ip: : IOto '-3O Z Pril c) m x +� _. cry � 0, � b = co . O O ` 4 b b iz -4 •' S co I c. 1 i Jefferson County Building Dillon Permit Num. BLD11-00013 1 Applicant: GOODWIN BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that 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 Minimum setback from Porter Lane and McMinn Road rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 Foundation Footing Footing Drains Foundation Stem Wall Straps(hold downs) Ext. Shear Wall Nailing Framing Blocking Wallboard Nailing Drywell/Alt Drainage SEE CONDITION 1 Address Posted FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD11-00013 Received Date: 1/24/2011 SITE ADDRESS: 31 PORTER LN Issue Date 4/7/2011 PORT TOWNSEND, 98368 Expiration Date 4/7/2012 OWNER: NORMAN P GOODWIN PHON E:425-771-2022 1105 12TH AVE N EDMONDS WA 980202512 SUBDIVISION: Block: Lot: T 57+ PARCEL NUMBER: 001063019 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 28,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 960 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $421.55 LYK 01/24/11 58444 Exist: 0 Exist: 0 Plan Check $274.01 LYK 01/24/11 58444 Prop: 0 Prop: 0 State Building Code $4.50 LYK 01/24/11 58444 Total: 0 Total: 0 Total: $700.06 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 7 am the day 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 1 • • CONDITIONS for Building Permit# :BLD11-00013 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORM WATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) 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. 4.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 5.) 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. 6.) A Stormwater Site Plan has been submitted and approved by the Department of CommunityDevelopment. Once the subjectpermit has been issued the applicant shall p 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. 7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 8.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Porter Lane and McMinn Road rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 12.) 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. 13.) 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.