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HomeMy WebLinkAboutBLD2009-00389 . • 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 #: BLD09-00389 SITE ADDRESS: 23 TERRACE DR Issue Date: 02/22/2010 PORT TOWNSEND, 98368 Final Date: 2/24/2011 APPLICANT: DAVID L PITTS PHONE: SANDRA L PITTS 12567 42ND AVE NE SEATTLE WA 98125-4620 SUBDIVISION: KALA TERRACE Block: Lot: 20 PARCEL NUMBER: 965900020 Section: 26 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE &A/G 120 GAL PROP TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINALINSPECTION AND RECEIVED FINAL SIGN OFF ON 2/24/2011 I:\F_BLD_Occupancy.rpt 10/29/19 Jefferson County Building Divion Permit NumbeS3LD09-00389 Applicant: PITTS BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 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 Terrace Drive and Sailview Drive rights of ways shall be 20 feet. Minimum east and south property line setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 Foundation Footing I I iry- Footing Drains Foundation Stem Wall r� Underground Plumbing i_73) .. Under Floor Framing Straps(hold downs) it / Ext. Shear Wall Nailing ic,_/�`�r� l , Rough-in Plumbing _ Framing Z ) 3. /( // � i �Z�ro'V i �jl/D'L�( P�/`�n" (i[_/v / h / / Blocking �- �3 // /`IV / S�i�- 1 )1D- ri,41--- p-t� 14:/-s, �kI Airseal 7-l `� / Insulation:Walls I( �� Insulation: Floors •,-� ? ►' ire Insulation: Ceiling 94-i'(( 9i_. 0 t int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior ✓ 6vtT.- Pro poiJC Gas Line: Exterior (�itS Pic:o ,s- Propane Tank 91 Ml l I Heat/Chimney Clearance Drywell/Alt Drainage SEE CONDITION I Address Posted 2-1 9 t(l1 19,- FINAL INSPECTION 212.1-1 U FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • Review UILDING PERMIT APPLICISON ML Ty 380 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00389 Received Date: 11/23/2009 SITE ADDRESS: 23 TERRACE DR PORT TOWNSEND, 98368 OWNER: DAVID L PITTS PHONE: SANDRA L PITTS 12567 42ND AVE NE SEATTLE WA 981254620 KALA TERRACE SUBDIVISION: Block: Lot: 20 PARCEL NUMBER: 965900020 Section: 26 Township: 30 N Range: 01 W CONTRACTOR: KELLEY SHIELDS INC PHONE: (360) 385-7156 260 KALA POINT DR PORT TOWNSEND WA 98368 Contractor's License KELLES1150LF Expires 6/6/2011 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ATT GARAGE & A/G 120 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,690 VALUATION 298,991.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2006 HEAT BASE: 1,042 HEAT TYPE: PRO OCCUPANCY: R-3 OCCUPANCY: UNHEATED: 500 #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 650 SETBACK: DECK: 150 BANK HEIGHT: SEWAGE DISPOSAL: CMY WATER SYSTEM: KALA PT BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 a 3 Routing Date: I—Z(4—nC4 Type Amount Paid By: Date: Receipt: °1pyryrrPermit $2,108.15 LYK 11/23/09 113469 �/� Plan Check $1,370.30 LYK 11/23/09 113469 v "®' State Building Code $4.50 LYK 11/23/09 113469 �Ee tu`ti) _ C Potable Water Application $62.00 LYK 11/23/09 113469 Jefferson Carnty nln� &�uilding�t Plan Total: $3,544.95 eA�'tment • • CONDITIONS for Building Permit# :BLD09-00389 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.) 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.) 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. 4.) 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. 5.) Outdoor residential storage shall beOntained in an orderly manner and shall co no fire, safety, health or sanitary hazard. 6.) 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. 7.) This parcel is within the Kala Point no shooting area per JCC 8.50. 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. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Minimum setback from Terrace Drive and Sailview Drive rights-of-ways shall be 20 feet. Minimum east and south property line 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. • I. i . a i r 4 t=1 CC) Y.' Cl) gi 1•••••• _Z.__ ..) ii i a q=1 CO CV .. 14dp : it- uu `� ~o 0 zv e- \ _ V1 \: \o7 wz • il _, ---TC / V ,--y-- . ---1 i,_, -__:,2____ „_ , ,... = ._, _____ i_, ---• _, , lf\ \,\\ a O O 1\w11-E 1 .1bs \\....I\ C,1V11 6 Oil _0,_c, �I 1 � ti A44,i NOW IC Ks .7-cs _ „ 1 \O �4 --- , ` N I / 0 ILP .bA- . `\ 1 N 1 0 • • W,4, O JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ,- ` '4 621 Sheridan Street• Port Townsend •Washington 98368 Cs�# 360/379-4450 • 360/379-4451 Fax 'A www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: QQ --...3s0 Project Description(indude separate sheets as necessary): N S l NCr L zf j-- 44 t L7 etTS[k',C-C.' Tax Parcel Number: ci 6 5 goo O 2-e) Property Size: /5/coo _ (acres/square feet) Site Address and/or Directions to Property: rm k=t.itiz O-P $All..U l tic) 1)/c T e.r+ct, b 2 / N Y /I/N7-- Property Owner(s)of Record: nv I p l-i7 Telephone:?.o c, -' 2ih4 -(rs 2 3 v Fax: email: Mailing Address: 1ZSlo-7 -1 2 ' prvc; /J t%, S A-772-c-I Ltd} l g/Z Applicant/Agent(if different from owner): K �4- ,..S.// s JAJ • Telephone:36O -?iM - --7( � o Fax:-z-,c3 S- 31 I S emaild5/1;64" ` �/y faC_ !4F Mailing Address: 2.. 0 4i• Y'QJ. t- la- - 9 3 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation LLCC�� uilding 0 Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family ,Garage Attached/Detached 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 0 Address 0 Road Approach ❑Short Plat" ❑Home Business 0 Cottage Industry ❑Binding Site Plan" ropane ❑Long Plat"* Sign - 0 Planned Rural Residential Development(PRRD)/Amendments" ❑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" 0 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 ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request "R wires a Pre-A lication Conference Please identify any other local,state or federal permits required for this proposal, if known: J DESIGNATION OF AGENT I hereby designate 14f�L 1" • — `/'cL- to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: l( 'Zd ' 0 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 applica n t t he or wa ,r nbtice. Signature: `1.4 c" Date: �1 _� -0 J 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-transferal �risibility or adheri d com lying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Sianature �- i i BUILDER STATEMENT The signer of this statement does hereby certify th re e Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibili eneral Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: 126 � SHfez-P,S / c--- , ( (,D) 3E1S- 71 .5' (36) 383 3i/J MAILING ADDRESS: 2400 itikte j. J)g_ er EMAIL: d Ski e fdc &' Q/',' 147/09,,J 0 et CONTRACTORS LICENSE WAINS NUMBER: V r✓LCS I I SO L - NUMBER ARCHITECT/ENGINEER: yo. r L6'.. 5 c J LAP .( P ( ) 314s 3 t�Ax:( ) MAILING ADDRESS: �o 0 ` � y..4. EMAIL Project Type: Frame Type: Bathrooms: e/ Shoreline: Type of Sewage Disposal: V New Wood Existing: I ❑ Sewer O Addition 0 Steel Proposed: 2 jZ Bank '%Community System O Alteration/Remodel 0 Concrete Total: 2/(2 Height: ❑ Individual System O Repair 0 Masonry --.../10 SEP Permit# O Demolition ❑ Other: Bedrooms: Water Supply: : Existing: Setback: 'it_ Private well 0 Two Party. Type of Heat: Proposed: 2 k..t- 0 ❑ Public Total: y Name of System: ?v1 ir`f 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 IDS-Occupancy. - IBC Type-of-construction:--- Will you have F 'Srvice?-Yes / No _ If this is a Propane Tank and/or Appliance Installation permit mark all items below that apply: I U• nder.round Tank ove ground Tan , Size of Propane Tank: 1 20 & re- eat Stove - Cook Stove Woodstove i Fireplace Insert l Hot Water •. i Pellet.Stove i Other Is I is appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also subm 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. . . r,:• or ,o,l > r , ``F rie z 4, O f.at -V* ;; t` A . ,, - 3v , -,,, t r t J r—o.op4i'. y4.-; Square Footage Current Proposed j ficlU ._ 4 . r iY _ ftYx „tµ Main Floor Heated tA© vH Bld App Review: n5-- e Floor Heated ..r p o� Consistency Review. 1 3 Other Heated -*y4 Base fee: h I o� .'�� 2 Q( Mezzanine ._ ''"4— F �i� " Additional Section: Heated Basement 1).M` C� Plan Check fee: i4 State Surcharge fee: Unheated Basement �^ .,ice �r' Za; 4. Other Unheated , y P ;- Pot Water Review fee: I co Garage/Carport �` SUBTOTAL 6- G `nS� Decks { (�j -1 �. /R• .proach fee: I50 . t 0'2 ....3 r 71t r H Other A �� -< . TOTAL J 4 s Receipt Number: ( 134 _ ri` Cash/Check Number: ESTIMATED COST(REQUIRED) k. ligCi o ' Date:"Fair market value of all labor and materials fou d1,ion'to rnls 11 23 Initials: �� • • 1, w��gSON c�� JEFFERSON COUNTY ti = . DEPARTMENT OF COMMUNITY DEVELOPMENT StormWat-r Als % ,. 621 Sheridan Street • Port Townsend • Washington 98368Requiter 1�ll44 �i �4S �O 360/379 4450 . 360/379-4451 Fax bi7N0 http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE Oq- 3� MLA# PROJECT/APPLICANT NAME: t .--'7� 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. APPROVED Project Overview STORMWATER PLAN 1. Describe the proposed developed conditions of the site. Indicate position and re lative size of proposed improvements on the site map. - FEB_ 2 2 2010 ‘..LC- LcT /i.' AN,.77 , i JE.FI ERS - 'OUN. nr_PT . •O.. FT SIGNATU• : r��'�' j .. Existing Conditions Summary „ , l r j Nib 2. Describe the existing topography. Indicate contours on the site map. ` .-► 7-0 T L' k .-tif .di ^-• 141 i Rewtosfr 7%,) g 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 4. Describe the existing soils. Indicate soil type on the site map. S - Y t cs4-C_ fo' ,.1-r 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. -;e.TV P!+-P ►v--s W%Gtc, tA No STA- NI LAW-- 6. Describe any excess levels of noise generated by the proposed use or activity: 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 the site. Indicate location on the site map. tr '- art \) z. thlth trY- 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.). MA\ Pvi-3 rI ti Su at m vtSA),J 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. 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.] - U G IN 114.ttailk i.4-1 ue 'T� r�a-gyp -..�01 tit , 11. Describe the performance goals and standards applicable to the project. GD WI-Pt►1%) Sri E wtervil TO 1w Tyr . 'D1 S 1-0 114.tr 410 1r 12. Describe the flow control system. at1‘- � Qq (.A)IritAt- Tb ())Z-'t U/ u . Fel4c I '1 " v CrIPU c /% stormwater site plan template—rev.10/21/2008 6 • • • 13. Describe the water quality system. 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. Pc1uD\ Co P+s•i. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. c�►-��CCrriN - C-42-us tl l C 57721 ) M U L, c.t1 A et J.,COT — C.41 ClaCTEF 18. Describe methods for restoration of the site. t-Pr74) Ceftlik"tit PO,WS jakit ii,(110tr3-43. 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. • 20. List here and include any special reports or studiesconducted to prepare the Stormwater Site Plan. N///' 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. SC 'IL TRr4..--oNwr ¢'r. ►/--- stormwaler 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. r 2. Establish Construction Access. — A--Rt- eY .A4J All DhJ Ca wi m eN4,„W"1+tt 1 r`'r . • 3. Control Flow Rates. 4. Install Sediment Controls. - PALL -r% - t rJ C. trNA► Glpry per ti% 5. Stabilize Soils. — D v e-i N C? lac C..p,-V/4-1 j i).7 ‘,J STR t.) tin U t_ct-1 • 6. Protect Slopes. — -lis L.1k1 NC )c -VA-"ors 4 IA4N Liz)f u4-1av % -1 E 't" ►-+STreAu e1 tL ( 1 ai 7. Protect Drain Inlets. N1 stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets.- R-t co1L -m t U All 00 S w p er° P1/41--oN47 9. Control Pollutants. 10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site). ft- 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). sa, k.4v t rst.�.,► 'iz. . D ' .. :a a - 8 u a 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. ?e, 1,„2„ stormwater site plan template—rev.10/21/2008 9 • • • b. Description of special requirements for working in or near environmentally sensitive areas. Pcwfitc.t 04-1 . Pito AIR. Ohs i SE pest �T �G r�l•1 ' S-rrr1 t) 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). (•-) A Nr► c P 5. Construction Phasing. a. Construction sequence b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a ro osed construction schedule. k� 2.o\ 0 Xc.41..&)t rl oK> II. Wet Season Construction Activities. a. Proposed wet season construction activities. 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. 1'h..vt Ptvrs -Oww�L b. Describe bonds and/or other evidence of financial responsibility for liability associ ted with erosion and sedimentation impacts., P Zickr a rya." / t� ri /Rue r r bra si+t c c- it , 1 000 060 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. I also certify that this application is being made with the full knowledge and consent of all owners of the affected pr (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template-rev.10/21/2008 12 .. -C) \ e_ .. . . . ,,„ ... \\P . . . 66'-10 • / 24'-9" fig'-0" / II'-7" / 22'-6" re I - 2 Ea..2/6-4/6Pic ` 0 2P, 2/0-4/6 pIC 2Ea..2/6-4/6 Cs4 ` . Q8 =.8 8 . r _ \ N -,I 'i PF 7—ti T ill v t g • r sub .: '.,. ( o 2/6-5/OC>,t 0 / 9' 2' U ®® Q� vtef- •• ' 5/0-2/6x0 L _-J - L__J s U - — p E . l/' —A co O ad,Pauvwn �� k a N C '� PTfi E. 0 t8 I c yR� Com^ t. 7 2Ea.,2/6-4/00Csa6/F1d*> 2/6-4/6Csmt 2Ea.2/6-4/hP1c/Cs+rt N Ci; 24'-9" / 26'-O" / 12'-I' -O'%' .6' 10" • I 0 66'-10" / / 241-9' S'-0" / II'-7" / 22 6, / 5 . ) ,,,VoiriOnrE - \ r . ..... I F — --•- ... , P- • R-- ,,.. 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