Loading...
HomeMy WebLinkAboutBLD2009-00279 *BUILDING PERMIT APPLICIION MRLA09-00p280 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00279 Received Date: 8/19/2009 SITE ADDRESS: 983 OLE TORKELSON RD CHIMACUM, 98325 OWNER: KEVIN J WIDELL PHONE: 360-732-7273 GERALDINE A WIDELL PO BOX 69 CHIMACUM WA 98325-0069 SUBDIVISION: Block: Lot: T17+ PARCEL NUMBER: 901242003 Section: 24 Township: 29 N Range: 01 W CONTRACTOR: JARAGOSKY CONSTRUCTION INC PHONE: 360-765-0363 288975 H WY 101 QUILCENE WA 98376 Contractor's License JARAGCI946KK Expires 5/12/2010 REPRESENTATIVE: JARAGOSKY CONSTRUCTION PHONE: 360-765-0363 JERRY JARAGOSKY 288975 HWY 101 PROJECT DESCRIPTIOI NEW POLE BLD SHOP - UNHTD, NO PLMB TYPE OF WORK GAR ,� SQUARE FOOTAGE: TYPE OF IMP NE ' V MAIN: VALUATION 7 .00 ADD'L: HEAT TYPE: UH CODE EDITION: • 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 720 SHORELINE: CONST TYPE: GARAGE: 1,600 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Se#al Routing Date: • Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $846.75 LYK 08/19/09 110803 APPROVED Plan Check $550.39 LYK 08/19/09 110803 State Building Code $4.50 LYK 08/19/09 110803 OCT 15 2009 Total: $1,401.64 Jefferson County Plannint &Building Department Jefferson County Building •sion Permit Nurr: BLD09-00279 Applicant: WIDELL BUILDING PERMIT INSPECTION APPROVALS %pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 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 1 O,\K- �) (L Minimum setback from 60 foot wide ingress/egress easement right of way shall be 20 feet. Minimum side and rear yard setbacks are 5 feet. Erosion Control SEE CONDITION 2 Post Holes 1D-l5 -l0 Straps(hold downs) Ext. Shear Wall Nailing Framing i D,� _ I U 91(. Blocking Int. Shear Wall Nailing Drywell/Alt Drainage SEE CONDITION 1 FOR SPLASHBLOCKS Address Posted FINAL INSPECTION 10-- 0 FINAL INSPECTIO MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD09-00279 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 STORMWATER 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.) Building must maintain 10' minimum setback from reserve drainfield area. 4.) 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. 5.) A Stormwater Site Plan 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. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. • 7.) Not more than 2 unlicensed vehic es 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. 8.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 9.) The building height is not to exceed 35 feet. 10.) Minimum setback from 60 foot wide ingress/egress easement right-of-way shall be 20 feet. Minimum side and rear yard setbacks are 5 feet. If an ESA is present, then the more stircter setback(s) shall apply. 11.) 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. 12.) 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. • • ("—soi—TicO JEFFERSON COUNTY W ' \ DEPARTMENT OF COMMUNITY DEVELOPMENT I'' v o 621 Sheridan Street• Port Townsend •Washingto,�,98368 `` 4 360/379-4450 • 360/379-4451 Fax W G 1 9 LuU 4 G sp www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: . Project Description(include separate sheets as necessary): .P'� * SD .� c T / L r'tn•c- -v — Onh . -.oo ► t c Tax Parcel Number: Foi Z 4'7 003. Propene Size: / y. & far quare feet) Site Address and/or Directions to Property: ? '3 v l d ;1Td r k e I Sc nr 1�, C't , #i c-1 C U,r�t r 777 ZS Property Owner(s)of Record: kin C',•cr; t._ Cie.,la Telephone: 30)' 7?2_- 7 Z 7 3 Fax: email: Mailing Address: Pb (3cNc, 6 9' e tt : wt ck-C, t-'.A-, „L'4 . '' ,,3 L 5 (if different from owner): 1-ct C . cy y Ici t: t 5)f ra,_. 'c" Telephone: 30 - 76 S " 030 Fax: 360 77$ -O 3C y/ email:Lick rctcjas(( 0 bt y, .-cd..•% Mailing Address: irrc1?S (-fey/ ldI Qv_lc e•1-c , ,..,v,i4 . '')t'37L What kind of Permit?(Check each box that applies 0 Lot or Road Segregation ®Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit , 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family I�Garage Attached Detached 0 Conditional Use[C(a),C(d),or C]" ❑ Manufactured Home .❑ Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use 0 Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** 0 Home Business 0 Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** 0 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 Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference 0 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 a t.re S t r'-.� c'S I to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE *--1- y if Gate: - /(-07 By signing this appli n form,the o er/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowle e. 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 attomey'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 ap ication that he o she wants prior tice. O- Signature: 1.« 4- o�" i Date: J —/� The actio actions Appli nt will 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'` l 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 rion-trap rable responsibjl¢y for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: �^' `f/j " �`� 1 Date: f—If ' U_I t • • 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 as ming the responsibility of the General Contractor for the proposed project. Signature: ►-"7 Date: Se"i(-U 7 GENE CONTRACT OR MANUFACTURED H ME INS LLER: PHONE: FAX: J 4 r4C305I(/ Cr.3�jr�.t.., /del (; ) 7‘ S -c 3t i ( ) 754 j'l Y MAILING ADDRESS: 2y.c-,7 5 /4 y (ci I EMAIL: t 4r:*y c ,&: Q e/y L1-c 1 -C o t— CONTRACTORS LICENSE 0J WAINS NUMBER: SA t4a C 9 y6 k I` NUMBER ARCHITECT/ENGINEER: 14.act etc r 115,ifi e.e r f o PHONE (SC ti FAx:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: L/ Shoreline: Type of Sewage Disposal: lit New Wood Existing: i( ❑ Sewer IJ Addition ❑ Steel Proposed: tS Bank Li Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: k Individual System ii Repair ❑ Masonry SEP Permit# 0/-COI 9 Z n Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: NI Private well Q Two Party Type f e t: Proposed: �` ❑ Public n ( )NA 1 Total: Name of System: 1'1 MF3 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 owne ,t ants,employees,etc) Current Proposed IBC Occupancy: C y nstruction: — Will you have Food Service? Yes / No If this is a Propane Tank a r A I n e Installatiorrp rmit,mark all items below that apply: i Underground Tank i Ab a grow d k. " '' Size of Propane Tank: i Heat Stove i Cook Stov i /oadstove 1 Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance beinOnstijled in a Manufactured/Mobile Home? Yes / No When applyingjor`permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank/ooation and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount ..`Revisi n Main Floor Heated EH Bld App Review: 73 2"°Floor Heated Consistency Review: t' a13 — Other Heated Base fee: 84-to 15 C, "-),-( f ., /j- Mezzanine Additional Section: , f Zed Heated Basement Plan Check fee: 3cI 5-! .-) C 155, l� Unheated Basement State Surcharge fee: Other Unheated �3a o O Pot Water Review fee: P M Garage/Carport SUBTOTAL I .O. 2q 31-z• I 0 1 1 pMill 911/Rd Approach fee: 74=111111111111111g1h\I 4 Oth•r .. tallingillinEr , ,i, I) py 1 3‘rei 1, i" r_` � 1 10 ScB l k_o 3tel lir ' Cash/Check Number: -1a9 -, )-- ESTIMATED COST(REQUIRED) Date: n� n I\ - J� t� 5 •Fair market value of all labo and aterial f dation to finish tom- l I � X 0 -- -"'..11. IL. ea.J 0 • (1..sON c,,, ;err 74446,� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4, 621 Sheridan Street • Port Townsend • Washington 98368_FEN _a, •q t5 360/379-4450 • 360/379-4451 Fax �, 18� I� U�,fi S87N0 http://www.co.jefferson.wa.us/commdevelopment/ SITE PLAN SUBMITTAL TEMPLATE MLA# 09 raw PROJECT/APPLICANT NAME: 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. 'r 40")- C•4" q ; O , 1 6q,-q ,; /54r j1 Existing Conditions Summary - . Describe the existingto o ra h . Indicate contours on t e site ma . �' S i ce n l 4 e5 3. Describe the existing vegetation. Indicate native veg tation areas on the site map. - . Tr-c.cf G r'.cf a,tc/1 AUG 1 9 2009 4. Describe the existing soils. Indica a soil type on the site map. . p it.1- t Kea cef 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. Lc/el 1tt- Cle OOc,..A1 ( Ttt ' Cr- g-I ... APPROVED STORMWATER PLAN 6. Describe any excess levels of noise enerated b the pro sed u e or activity: f-L A 5OR c�✓ — t J l7r 4 t 1 — drit#134111114 StormwatA 1 ' - Rerluire i1vi.- 4, .i.s r DE JEFFERSON • N `i PT.OF 'O, v 1 p,•E SIGNATUR:• Ala �.,r�r /,. stormwater site plan template—rev.10/21/2008 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on th site. Indica location on the site map. QrO f<.�1--/ 5(c,�t s ,G,=� s.,--„4.c I- I rJ iv,IP. . 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.). ot/r- 4j 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. L cate these faciliti on the site plan and differentiate proposed facilities fror9 existin facilities. 4LL. t or c41-1 er 414/r ` .c. ruby c•S d..�f�df. r5 a `t L' r .g- % 14C.r1 5 f J-e s "-f ke. A> f'c JJ ?rya 5 fl`!-( 4/6W-Cl( in SccI'-C -4 t.4.- 351d c%v►DzrJici-,S To•4'Cr I 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.] NA 11. Describe the performanc goals f nd standards applicable t9the project. /' 1/-/a err �ti r�.4 fi Jh f`L ct. 1 'may F i �'e. rt S `.- fit'S 12 Describe the flow control systeem. utiI e p© /1/O'T �� t ✓\ (al: t c �t 0( .,` -t k S I m.j 'y/r-J c rti- J , i f • stormwater site plan template--rev,10/21/2008 6 • • 13. Describe the water quality system. Describe the conveyance system analysis and design.// L 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 1/1"/g"." 17. Describe the proposed surfacing material. A / �1�. 14 17 18. Describe methods for restoration of the site. /fr/h 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. YV j 7j ' AUG 1 9 20n9 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 61 IN 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. /1//6- stormwater site plan template—rev.10/21/2008 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. A 1 reu4j t& s 3. Control Flow Rates. C aI^41115 ( r'c rcc e4 /r r 4. Install Sediment Controls. No r n 5. Stabilize Soils. 6. Protect Slopes. / 7 .k 7. Protect Drain Inlets. stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. AC As.-Q,_ 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). A t. 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. ^ 4— CA/ w.- �.{h t,.rC:� f C P r-ti s c�,�.�{- ��c,t" R tit 4-1/.1-v...cc 0 ur✓v•D C.,91 c L o-Jo d ILA" -to ,e K S .r.Z, Pro 3 n va.9-Levi t 41. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). tr✓L b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). Air 1 9 2009 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. r/LUvt storrnwater site plan template—rev.10/21/2008 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). �. to-Z 5. Construction Phasing. a. Construction sequence oo w.� 5 r i��- -p' go✓'CLS.evt , ,�r % Aj leovFcK3 s'ic� 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 cqnstruction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. nc31n.� 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. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. (L.©/ti-�.. c. Waterways. d. Runoff/Stormwater Detention Calculations L&csv a2 stormwater site plan template—rev.10/21/2008 10 i • 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 knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Fe OWNER OR AUT ORIZED REP SENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 0 N O O O O O O O - o ON -o00 mD Z mN7000� rnOr— rn 4 m rnozymN .Z7r WNC0) WNCrn WWC0) WNCOn WNCO) WNCO'> CONCrn 0 D M W o W"0 > >4 N' X T.4,N x >o N x >? m X T.-0• N x >-P N x T.4, N x m fQm�1 n p r Z _�O I- 7C 9. 7C7C a rn 0 9 Ma) 9 n am p n,� m N C).�rn O) N o m W o m r a N Z m-,, W -,� ? m m ? • r rn #• '�rn (J m m -aa-IT -9-r V1 v A W r gm C70Z'70 : 0 r00 r0rn-i r0o=-1 00) r00 :� �00, -+ • OMB' y c) xi 6 Z m0 0 Z c7 - = (=>c) m " cis N Z Zc) M ocMN o0sN CT M v= Zv= —' MZv= = C7m ° cf 0 Zv { 2 Z 0Orn '� m a ) 79m 00m> > o DN�*DZ m , z prn mrn 0 ,0W � 7rnWO� � 0m �pr p � rn � N O ffrp � 0� -1 Z0 � > --1N0 owc7 W 0 m c) W rn n m 'o Z7c-r Zprn � ZOrnONC) coON Z Fln^C0 C Cm C �i ; A� mA mm W [ Z OmZ ? ? zmZz -i z S0 C -i v Z" -1 > - >00v O � , > Z_ O o o 711 o 0 0 o Pi 0 o a z z* (I) = M � 7, v 7D - v v zo oo a 0 • 0 rn co m> 00 Z p -0 D P1 Z ANC) m -< N oCO D m Y OF, PS t •Z N � D p C-i p Fl O p pzj Z co Sd 2 N om O O O O Z co "' ,\ DOUBLE 2X12 SS D-F SINGLE 2X12 SS D-F RAFTER \ • Cg c RAFTERS D PTI D iiWrnW ern N --, (1)-I N O I'm'I X r I+1 Z W o N C7 \ A CA O D z p S[ r� 0 r M vp p D A I r N DOUBLE 2X12 SS D-F 0 SiO CDO O � UPPER RAFTERS � . B rA hV /iXr////7/7/79 c) N ---ir 0 01 O'. DOUBLE 2X12 SS DOUBLE 2X12 SS D-F % D-F LOWER RAFTERS \ UPPER RAFTERS // / o F / \ / DOUBLE 2X12 SS D-F O RAFTERS 4 O DOUBLE SCISSOR TRUSS/ � OD o A /`IsN 1 01 O p \ O \ / omo / m rn m X / \I/ uprn 00 � / A/ \r� ODDO N I J 'V > . i (2.-, '�, . DOUBLE 2X12 SS D-F // \\ z E 9 U' ' RAFTERS r ✓ c�� O O DOUBLE SCISSOR TRUSS k OD / \ rfz 2�� o / \ -� // \\ Cs c co N.) n '-_ DOUBLE2X12 5 3 V"'1p I SINGLE 2X12 SS D-F RAFTER D i RAFTERS I I Ik I \ D � X \ -\N\\ I kl \ \\ \\ N\f\e&\L\\ .l\\ \ 4I ry v co �oz0_ Nf Z I II D 1 OA /Z *1_< O -- O OIx/ � DO8ZmD--II f _ mm ACbN Q ' J n DJCrt v CT O r 7n mCD F,v1 No 12'-O" 1O'-O" 1O'-O" C DZ" Z mbdz o I Q m ,0 20'-O" p 2 C7()x o g CD 2 - D ' S CJD ITI C D r O -w s g o �. n I--I 32'-0" r CD ~ aC C)Pg" N , ''' oWN0) Z co �' 2_IQ .— t0 >m I r D ( `�a) $ D7c Z zrnx O M C <D P Cn Z CO I- r o W O co o V O W �N W ca wom -1 D NDzr tri FZ0 g�° r—� N 2 m v� .,. . (---. \1 ,.-••I,. /' I...C-) . ,....____7) ,- .- „ . • 6" V)• ,..- ..... -• , ..J _ . ,„ ... 9 ,•.\'J ''S - -, .„- . z v* 7 E ... , 7 c- ' V- -'- ' I ,7 r . . c,_.... . . ..,' ' '7---i, ., --- 5 ,...- . ..- . D - — , 0 , co • 0 a ).., 47- _?)-• 7`kZ- _N l..,Q c ...,... c,.... m c... . Z . , : 1 ^s (N$ (-) \S\ ........., • c 7,k_e- . . ...„ . ' . L3 A 0‹ / .1_ ‘)-) • ••• . 7 c , ./ • --c-, l.)-\ .7 6 /. 0 -‹)! . ., cN t '....s 1 L7 Lk, ct• , . ‘..Q .••- • Vr \'c ' --.Q '' H 0 , / • -..• \-- "'s i' / , ,,, , ...‘ .--. . - c) ,-t, / „. -• .. (3 - _ „ ,- „.,,,,„..---- c,.___ 1 ,,... . ,, /....,- , ..__.... ., y ,,,... i L:3 , , 1 I ' --- Li../ ----- %i ,/ Z/V.'' 021' ..:177 --„,-, — , -..c. ----- - 1 -4° //// i0%, Cek!3 ii • N 1 --k- if '), ! V V/ - .s ..../ —.' ---- ,7.-2------- 4) 7",:*;-- • ± (0- „.-''. -------..--- ' ' • \NCI .- / "\ S) • ---------;3 II — ------> . I 1-1) A ..‘,..e, /::)•: i.. )6,,vi-'04.- w ....,0 --I- I c\-••• J3 . ‘\..4.3,•:.. .:. cPr9R_ ,...;,,.... .:.:..,_• - • • . • --z 1 ) \-- ' Si -- • iti /:\?,,,.„.. .„,- .''''c-••••••• • ..-'. ri / e • k (1 1 r• -C.P Itiu ..'6.. •• V V ;i4;;;• I „.:\,, _. .ad 6) . + 5.?„......... /\41 7 I 7 , ,<N • /as * -'•4 ..- 1 ----Z- 4 y / 9,-, Lo \\I\ \ \ .) — Z (") C.1 cc ,/- , „.. . •,.. / -1\. cb ,.„-- ,-• 7---/ „ ----- 4,-( ,-.-- -- ---c) 4 >.• ke cr . ,. • N c ,I tr, co ,z i • .73 - ,, ,, ‹. ,--",--/ / () . ,.„- • MC PJ IV (I) ei cc,- 0 0 . . 7 ,z/1 \1.), Kct._\/ yrz.---' CU at- cl) pcI cn 4 , 0 . ... .. ....:. _.‘ . e.,/,.. ilk< 0 0 ow" ... ......-.....-ii, . .4. 4ir „4 .. . 4 IV • \\n K •