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HomeMy WebLinkAboutBLD2011-00016 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD11-00016 SITE ADDRESS: 10273 RHODY DR Issue Date: 03/7/2011 CHIMACUM, 98325 Final Date: 12/15/2011 APPLICANT: TRAVIS W LOPEMAN PHONE: 360-301-4094 RIAN N LOPEMAN 10273 RHODY DR CHIMACUM WA 98325-8709 SUBDIVISION: Block: Lot: TX 28 PARCEL NUMBER: 901101019 Section: 10 Township: 29 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ ATT GARAGE & A/G 250 GAL PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON12/15/2011 I:\F_BLD_Occupancy.rpt 10/29/19 Jefferson County Building Dion Permit Num.. BLD11-00016 Applicant: LOPEMAN 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 4{1 S/l/ ✓ Minimum setback from Rhody Drive(SR 19)right-of-way shall be 35 I feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control l SEE CONDITION 3 // Foundation Footing -k �014_ Footing Drains Foundation Stem Wall Underground Plumbing Under Floor Framing 79 11, Straps(hold downs) Ext. Shear Wall Nailing el` k Rough-in Plumbing E' 7 / ra Framing 7 (4 1( (�� Blocking Airseal /-Si•7 J' Insulation:Walls 1 Insulation: Floors Insulation: Ceiling o r�_ �` Int. Shear Wall Nailing CI',v:. l ( ^` Wallboard Nailing _v I ( t'> Gas Line: Interior 9 Gas Line: Exterior Propane Tank I Its Heat/Chimney Clearance ? , - (� ' Drywell/Alt Drainage 12 i _ t I�Q SEE CONDITION I Address Posted FINAL INSPECTION `2,6—t+ 9=)— FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR •UILDING PERMIT APPLICA N MLA Review Type: 17 I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00016 Received Date: 1/26/2011 SITE ADDRESS: 10273 RHODY DR CHIMACUM, 98325 OWNER: TRAVIS W LOPEMAN PHONE: 360-301-4094 RIAN N LOPEMAN 10273 RHODY DR CHIMACUM WA 98325-8709 SUBDIVISION: Block: Lot: TX 28 PARCEL NUMBER: 901101019 Section: 10 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR W/ATT GARAGE & A/G 250 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,220 VALUATION 336,135.00 ADD'L: 998 HEAT TYPE: PRO CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 400 SHORELINE: CONST TYPE: DECK: 280 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: (. Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,320.95 LYK 01/26/11 120401 Plan Check $1,508.62 LYK 01/26/11 120401 APPROVED State Building Code $4.50 LYK 01/26/11 120401 Potable Water Application $62.00 LYK 01/26/11 120401 MAR 7 2W1 Total: $3,896.07 Jefferson County Planning & Building Department • CONDITIONS for Building Permit# :BLD11-00016 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM) AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) DESIGN CRITERIA FOR SPLASH BLOCKS: 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. 3.) CONSTRUCTION ENTRANCES•ALL BE STABILIZED WHEREVER TRAF•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. 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 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. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 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 Rhody Drive (SR 19) right-of-way shall be 35 feet. Minimum side and rear 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. cb. JEFFERSON COUNTY al k • • ' 1j DEPARTMENT OF COMMUNITY DEVELOPMENT '' ` 14 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax k' p� www.co.jefferson.wa.us/commdeveloment �987NO p Master Permit Application MLA: ( l — I / Project Description(include separate sheets as necessary): C. b A 4 le vc-}-soh p'C c 5,v I t e --(c1.-y.,;14 R css, j ern e. Tax Parcel Number: Q 0( loot q Property Size: to A U2-!y (acres/square feet) Site Address and/or Directions to Property: 10273 Rhoo1 DQ;Je ch ,rnAckioniWA gg325 Property Owner(s)of Record: —i—.R A V 1 S L. Re Wt o.An Telephone: Lit 0> 301•909y Fax: email: Ytrew rt/re:0iZ_,a41N.xsn.C.c„ Mailing Address: 10a 43 k'-hoD1 Dg,v7c eh;,hneuyht ti)A qg 3a> Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ,Building ❑Critical Areas Stewardship Plan _ ❑ Demolition Permit ❑Variance(Minor, Major or Rea PR".bl cdh th tJse j�,�, Single Family 'Garage (Aij etached ❑Conditional Use[C(a),C(d),orl T ` ❑ Manufactured Home .tlModular'-- 7-: ❑ Discretionary"D"or Unnamed Use Classification I 0 Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment JAN 2 6 2011 0 Address 0 Road Approach ❑Short Plat** 0 Home Business ❑Cottage Industry ❑Binding Site Plan** ❑ Sign ane ❑Long Plat** ,��" tftf/Aih h�l�itnts ❑3fyn ❑Planned Rural Residential Dev il ** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions" ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wa prior notice. / Signature:--7: 2 itii4 Date: I I/ h a The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and Could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer le responsibility f adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature:. .itat t'1 IA).. Date: I(/ (lb 0 0 • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: �'� W• Date: i1 ) q / �.� /0 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: OW ne,R / Bud obiL — f.ot.-V2A-c-102 (33Q) 30 i-H0 (Iy ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: XNew Wood Existing: 'Sewer ❑ Addition ❑ Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 Height: ❑ Individual System CI Repair CI Masonry SEP Permit# 9 ['-�' ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: - Setback: ❑ Private well ❑ Two Party TypeofHeat: Proposed: _L— Public • PRo f'0csA Q;it Total: _i____ Name of System: GOAR p el 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) Current Proposed • IBC Occupancy: IBC Type of construction: Will you have Food`Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank *Above ground Tank Size of Propane Tank: 1 Heat Stove i Cook Stove i Woodstove 1 Fireplace Insert 1 Hot Water Tank i Pellet Stov i 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. Square Footage Current Proposed �j �ce U sk',... . ' .", ��e,0:0, : -- > 1-S�;�. *x Main Floor Heated 2 z�,b 2Cc(ra i EH Bid App Review: 7� " 2"`r Floor Heated q d ` 52f0 Consistency Review: Other Heated /. - Base fee: 22 95 Mezzanine Additional Section: --- Heated Basement • Plan Check fee: 1552 .(v2. Unheated Basement J, State Surcharge fee: Other Unheated r Pot Water Review fee: 1 00 ., Garage/Carport SUBTOTAL /' 40 0 ^ ZOOD Lf 2 .01 .: Decks 10 , t 43) A b f,n Js.-- Other TOTAL: $ 01 Receipt Number: '2o1-1 o I 3.3to3 r) Cash/Check Number: f�2 ESTIMATED COST(REQUIRED) Date: II _� •Fair market value of all labor and materials f undation to finish �!—�—{I 4 2001000 -c Initials: (":---s----- -------------) J C , • •APPROVED STORMWATER PLAN ire,$ON CO JEFFERSON COUNTY MAR - 4/a0t l ►- kartq DEPARTMENT OF COMMUNITY DEVELOPME T ,1 621 Sheridan Street • Port Townsend •Washington 98 68 IEFFER( O ' �s �O 360/379-4450 • 360/379-4451 Fax DEPT.OF CO ; ►t FLOP PtT lc, http://www.co.jefferson.wa.us/commdevelopment/ SIGNATUR:• ell _//!;161 '� STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# I—(-7 PROJECT/APPLICANT NAME: I I2 v ►S L o 1 Z yn A 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. 7k<. g1 (cJrtW(►P-1cvv'S Ccrc, Sw4ii161,4,44-%.4( /Y1iv s0 pAti0tat, /3 i"ttS/ C v%Ji-h.O / 141/ (90dV D'Secisq / . Existing Conditions Summary t a IF,`L; - � IJ 2. Describe the existing topography. Indicate contours on the site map. 1 JAN262011 F1a4- I 4-t-ub / Vsbtf-et4-(wt ji f ffSJ CORP( OCO 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. R 2 / c-co�-2. fft eon / iiih1 ( y h�i b PROW RR 4. Describe the existing soils. Indicate soil type on the site map. 4fTELSo N Mali ocp 64-4.0 / 61.4_,(1 ymy 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. Lva i it UtiIIat / 5 tt%(17(41 ' foil no sit of ALd — ci/kfttez 3/7S.i fried/ /5 ✓7/va 1704-1+4v4 {e-t /i-i 1 at kM hws as I t y y tu4.s 1-4// 0 o ,frih[e,it ' 6. Describe an excess levels of noise generated by the hroposed use or activity: 5 I w(gt' rami 1 y ,t us,Cune( /,v/ 11 gkti4, 7 4 C!, Stolmw tN�s Requi ed stormwater site plan template—rev.10/21/2008 5 • • • • 7. . Describe's'ignificant 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. 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.). kovA- �n /'iaf /U /C hq/ / rio sr,17S///Ve CtitA i,444y 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. V.1.115 Vu <u b J Cst-D +u (ftn-ki POE- R- e F F 0.-n D VLl A St f ✓p to Dd+1n 4.5 1 r 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.] 0 ) 11. Describe the performance goals and standards applicable to the project. 1-Ft (00 I /5 hAyr 1420 /j4,410FF Di5ba'- o OO, rthe p,2ppe,e)(1 1.v/ 0 € i 0n p€r(, / d/oe, inf 12. Describe the flow control system. 0047 pie/Is he trif,a wJ 4 ,�,l-1e4., 75/cm Yj Dee,e/1 stormwater site plan template—rev.10/21/2008 6 • 13. Describe the water quality system. 14)-0 ( A14 is +7 /5 f(LLI(6'7? — 1 )D f sopple4 14. Describe the conveyance system analysis and design. • 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. D(t���'1 r,U rl� U SC �`�r S ' �rL.G w 60,4 4✓t` 17. Describe the proposed surfacing material. 3/y (fie 44 / 18. Describe methods for restoration of the site. OlANit-cs / 5 h wiif /1y61/Ace 0Ittet.0 fv c0T14,u/ /441of- 19. An Operation and Maintenance Manual is required for each flo4 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 i C1Indludgd;',list.the Manuals here. I A- 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 14- 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. I 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. ND J ebr- i d i1 +►'l ec13 bt R -v►vo*D - Lo r GI gua 40 Y.-itec-S ti)i,4i //I, ✓eoeFri I(9,c./f-ss o 7,2Re !l o ice 2. Establish Construction Access. ACC-toss ]a.g s;+e -1-h ew@ a ?Pe-�x�sfi . �2ircwcy Gci fD sfwP/ion 5;,�' 3. Control Flow Rates. i/4 (oiiti+'t ' cd/ /l© Lst d Pic a reArt.4_ 471.1 p ' 'ri cvct lic,r.- w/ dy sd, 1 c -nd /7r , $. 4 !4IU 4. Install Sediment Controls. 14RA,/ I 577t,4w ib c,nMe/ etas*/c,>,c erc Da - ✓ebe1- )ti 5. Stabilize Soils. / /sfMiV -ip tMliaj/ ror /-e&vsit 1 a//hoJ6'/i U2a,f14 15 5ia So,`/ .e,e-t.25/c.4-t 1 S //N1,` - 6. Protect Slopes. fo, 0L44 is A/ 1 w/ 90 s/are� 7. Protect Drain Inlets. d l co D 4: 16.0 a 41447 D i°l",'n /h 41s t, v slop/ -co 42iccA /i -,ka-, a-n,0 /7 (js?L,fi4crl stormwater site plan template—rev.10/21/2008 8 S • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. �� p '1O (L)TL c2. a c.4 r� �?/2 eo-e-a Lc/AC*-t "0/47S/ C, A/1411C.04-,5 bei'A rt,V,f/j 10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site). • 11. Maintain Best Management Practices (BMPs). p/0/ , , ,4/62 car' all e'r ✓. 47L S1blil-� avV 4/1 / Sa-4y e/1-0S/cF1 COYThre/ a i /4U 7 C/Deu c•k n, sLir;� ,IrtX 4.54.1 5/(�hLT 12. Manage the Project. Den/� cAeekApS a'-n✓' Cet t# ur-ce Dre ✓-w /ce-hirrc2c-3 wS /2Q,eop-/J A-fcc wire- wa,acc3 a-r gec-e a4i v l2.¢Lc 4e Cce's f t2 a4z-, /t'C'/s ruea-ea 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). G yet 5fl1A- -.c,i t1i,-se. o!/4,,9, 14 2 C''i sf a-►l ,n an,/u it-,u e II,L /4-71 /9e,[o si,B p/1-4 b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 1z 0 D.o ,7PT- pool acycc t < j e so./ /S Ll..41 extenfe`Y Gel/ 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. JAN 2 6 2g11 stormwater 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). S a,n n / (/LAB-e_! L lar'T S v G 7 XX// d b,/,// ha.vt 54-1 uJ ct,nn Nit i i s, Jo /hrnirftite ej2dsi ,, q/7 cA,1-1(444 Ctk ct,S 5. Construction Phasing. a. Construction sequence t 4 i5 rigor- 50 i// hc. f" ring! O' erne t,vtO - D/ ,0>i� �? fi . T�.n� Fv t /aDh,cti e /do/ 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. F o Ln OA-4r un Du( /'i ?a-v f nezne-?#ue /7)4, ,oredi 9 J, / it II. Wet Season Construction Activities. a. Proposed wet season construction activities. 5-re A-ogre / i tiet ct'45 k1 pr/tr" dVint° f/c176/1 1141 b. Proposed wet season construction activities for environmentally sensitive areas. /11 /1 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. /-4514e0vtA44(1/tp./i-ex— ep -cateme 4A/ 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template--rev.10/21/2008 10 • 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. 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