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HomeMy WebLinkAboutBLD2012-00021 • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT #: BLD12-00021 SITE ADDRESS: 223 COOK AVE EXT Issue Date: 02/23/2012 PORT TOWNSEND, 98368 Final Date: 8/1/2012 APPLICANT: ERIC REETER PHONE: 206-932-5494 CASEY REETER 223 COOK AVENUE EXT PORT TOWNSEND WA 983689627 SUBDIVISION: TIBBALS LAKE PARK Block: Lot: TX 7 PARCEL NUMBER: 999008303 Section: 4 Township: 30 N Range: 01 W PROJECT DESCRIPTION:ADU - BLD12-220 IS THE NSFR 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 no, THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/1/2012 \\tidemark\data\forms\F_BLD_Occu pancy.rpt 8/9/2012 Jefferson County Building Dition Permit Num BLD12-00021 Applicant: REETER BUILDING PERMIT INSPECTION APPROVALS kpplicable 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 3I r- � Minimum setback from Cook Avenue Extension right-of-way shall be 30 feet. Minimum setback from any ingre:a/egress easement rights-of-ways shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 Foundation Footing 3 lR/Z.- 154//Z- Footing Drains z / 4 z,t J , _ Foundation Stem Wall a- 12 TIS Under Floor Framing c,_ ,�- %4 Frp Straps(hold downs) 57. q ,/a /�" ''� Ext. Shear Wall Nailing 5_ // Rough-in Plumbing .5-. ,g Framing ,Ar_/G M jL %( /� Airseal -, /6C Insulation:Walls s` /L firP Insulation: Floors z_7'V /�-/L Cs-5 .� /vl S C cc- Insulation: Ceiling /// Int. Shear Wall Nailing Wallboard Nailing _s I�/ �� Gas Line: Interior s/cl /L Gas Line: Exterior Propane Tank `1 101 k— Heat/Chimney Clearance Blower Airtight Test Smoke&CO2 �' /,/Z Drywell/Alt Drainage SEE CONDITION I Address Posted el?c c. 5)(A. s - /2 FINAL INSPECTION e- _ z FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR i • CONDITIONS for Building Permit# :BLD12-00021 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 SPLASH BLOCK. 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.) EXISTING WELL ON SITE IS INTENDED FOR IRRIGATION ONLY. PROPERTY OWNER MUST VERIFY WITH CITY OF PORT TOWNSEND THAT ANY CROSS CONNECTION POTENTIAL IS ELIMINATED. OWNER MUST VERIFY WITH WSDOE THAT WELL IS NOT IN VIOLATION OF WATER RIGHT LAWS. CONTACT 360-407-0278 FOR QUESTIONS. 4.) A setback of 60-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 5.) Wetland buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 6.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 411J ILDING PERMIT APPLICATSN ReAe2V 0 0016 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD12-00021 Received Date: 1/25/2012 SITE ADDRESS: 223 COOK AVE EXT PORT TOWNSEND, 98368 OWNER: ERIC REETER PHONE: 206-932-5494 CASEY REETER 223 COOK AVENUE EXT PORT TOWNSEND WA 983689627 TIBBALS LAKE PARK SUBDIVISION: Block: Lot: TX 7 PARCEL NUMBER: 999008303 Section: 4 Township: 30 N Range: 01 W CONTRACTOR: WALLYWORKS ENTERPRISES LTD PHONE: 360-385-2771 1037 LAWRENCE ST PORT TOWNSEND WA 98368 Contractor's License WALLEYL979C8 Expires 4/22/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP :'SF 11 2.U/6 5OO "' RROP rnNKS A — BU)12 ..:220 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,242 VALUATION 237,560.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 302 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 69000 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 SEt Total: 2 /TotaI: 2 (�f � 1 + Routing Date: --- r-7I \2 Type Amount Paid Bv: Date: Receipt: AFFP110VEr Permit $1,766.55 LYK 01/25/12 131393 Plan Check $1,148.26 LYK 01/25/12 131393 State Building Code $4.50 LYK 01/25/12 131393 FED ,P32C12 Potable Water Application $64.00 LYK 01/25/12 131393 Jefferson County Planninc Total: $2,983.31 & Building Deuartment 7.) Critical Aquifer Recharge Areas rrilkequire special protection measures to mite 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. 8.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) 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. 10.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 11.) 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. 12.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 14.) The building height is not to exceed 35 feet. 15.) 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. 16.) 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. 17.) Minimum setback from Cook Avenue Extension right-of-way shall be 30 feet. Minimum setback from any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 44' N c0�, JEFFERSOtUNTY 0 w A DEPARTMENT OF COMMUNITY DEVELOPMENT "' ` ''4 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax �q O� www.co.jefferson.wa.us/commdevelopment SNOZ Master Permit Application MLA: 12—( ( p Projet Description(include separate sheets as necessary): • Tax Parcel Number: ICE 100 3 0 2, Property Size: II.U 4 a,G "es (acres/square feet) Site Address and/or Directions to Property: /2-2) COO IL r-VE Ea PO T TOOIK(SEND WA gn(o8 Property Owner(s)of Record: (Ashy ANt) E(L[C Re-Etee_ Telephone: (20(e) il4-Z7,61 i Fax:_ email: case I(eetex r< �/ivd..iPi1�1 Mailing Address: 223 coo(-Av EXT Po c-I TGV.)iJS�( D w/1 ‘i,X 75(ck 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 0 Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) j(Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a), C d),or C1** ❑ Manufactured Home .❑ Modular • . 0 Discretionary"D"or Ur, �4610 ° ti ❑ Commercial* 0 Special Use(Essen ia[11? CioF'$ ti V L�� ❑ Change of Use ❑ Boundary Line Adju+tree 1 ❑ Address 0 Road Approach_ 0 Short Plat** ❑Home Business 0 Cottage Industry 0 Binding Site Plan**I �•, ` J,4 N 2 5 2012 ❑Propane 0 Long Plat** 0 Sign .. 0 Planned Rural Resi(lehtial Development(PRRD)/Ame e is** ❑Allowed"Yes" Use Consistency Analysis 0 Plat Vacation/Alter ion** frFER ti' 0 0 Stormwater Management ❑Shoreline Master P ogra c otr r�UN s** ❑Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Manage bs lal- 'eii p r ❑Temporary Use ❑ 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 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 requi dye y r inspec i ns.Sta s access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicat n he a wants pi' r notice. 2 Signature: Date: !/2 J ft- The action or actio s 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 issu will not viola e t ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if y ar in corn fiance th the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf able spon - ility adhering to and complying with the ESA. The Applicant has read this disclaime and si s and dates it below. Signature: - --- Date: I/ 2), Z I A . IIIBUILDER STATEMENT • The signer of this e ent does 'ereby ertify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu ing e respo ibility the General Contractor for the proposed project. / / / Signature: _ Date: it 2 3/1 Z GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: N(c�ll �(drV ( �5-�ur �i (3(�1) 3 5-2��1 ( ) 3S'S- X4-1- I MAILING DRESS: 43-[' l-�(/ � C C� � p•r EMAIL: wa iwolf y S 0 (�� f�.n�.-� CONTRACTORS LICENSE q^ 1- 1r WAINS lA rV F- -�^ NUMBER: NNAu.YgL 1 19C�D NUMBER 005,B54.0/ W�S �-1,rtnf. ARCHITECT/ENGINEER: 1 Q \ in �J lat� (--lM O)ye I PHONE ( 3 _(S/Oc1 O FAX:( ) MAILING ADDRESS: }M9 c L Uu S4���()•- EMAIL Q, - -{-t (n_it �(G Project Type: 1 Frame Type: t Bathrooms: Shoreline:- pe of�Sewage Disposal: y. New 1K. Wood Existing: e NSA ❑ Sewer ❑ Addition ❑ Steel Proposed: '2- Bank ❑ Community System • Alteration/Remodel ❑ Concrete Total: 2 _ Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# _ ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: if Setback: 0 Private well ❑ Two Party Type of Heat: Proposed: 2- ❑ Public (.1j,L,( proWale, Total: Z Name of System: • 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: nderground Tank I Above ground Tank Size of Propane Tank: 2- , -)co eat Stove 'Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove they 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 lecetion and size,distances from the propane tank to all property lines,buildings and septic system components, including tee reserve area. • Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated i2-"1-2— EH Bld App Review: 2nd Floor Heated Consistency Review: aaa - -- OtherHeateti -Base fee: 7 / _..._._ Mezzanine Additional Section: Heated Basement Plan Check fee: " Lt 0 O Unheated Basement State Surcharge fee: ( 0 Other Unheated' Pot Water Review fee: Garage/Carport SUBTOTAL 332° 3\_ Decks - ' 302_ 911/Rd Approach fee: '�� Other TOTAL: $ 3 32.o .,3 I Receipt Number: 13(313 Cash/Check Number: 33I`4 3 ESTIMATED COST(REQUIRED) Date: .Fair market value of all labw and materials foundation to finish :-' 2_ 2 37f SZe0 Initials: ., G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Annlienrinn 5-99-n11 rinr- • • (4,-;ON. 0 ,, JEFFERSON COUNTY ,aW DEPARTMENT OF COMMUNITY DEVELOPMENT ti 4,'ti 621 Sheridan Street • Port Townsend • Washington 98368 () end 4450 • 360/379 4451 Fax 1&1tIN .. http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 2-1 Co PROJECT/APPLICANT NAME: CusCUS6V1 {ectC/r Please answer all of the following questions to the best of your ability. Wher _ . _..o n 1a site map, the applicant may choose to either incorporate the elements into the general plot pl n,fOf¶ al�eon� rye =• i o or to submit a separate stormwater site plan map. t \N 25 2012 Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of r ' prov:ments on the site ma.. i i' tl COUNTY lirlags / -I - n , ' ) i � G� Sir � G 't i 01i4_ 8 , . /A_/ �/ a d�:�.�,r[, fortgreMinffli IIMiii e . e S . 0 L ■ ,e sYCa r p 1Y , a,lbria ►/, , a 1 , A. Yl/. c1.� - J Existing Conditions Summary 2. Describ- the existin• topography. Indicate contours on the site map. r- 1 wi . ieih slope/ /, / 11. ! �n- e 0-r r0►,4 /s -Fla_ , MlL1L' f 4.41/. . / ■ I A P. ili /, .i. V' A ..I A • Ai _ I .1]a IA I, ,d/. ri . i . . A tli 1 (WY1 , 3. Describe the existin. ve.etation. Indicate native ve.etation areas on the site ma.. v.us )(If - l '. i14/ 0 1 e l , /I vt 0j S v»d i oc I a.c/-i�.- les, 5Ala_ _ . I wi t tiY� M . . it d , re / 4( a. 1,014,4 f, pme ems 4. Describe the existing soils. Indicate soil type on the site map. .o►e,- --fin pautf u.Ak su.v t J I otutit w l -k. sma, i Led ebyy. 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 a.plicable,and indicate acreage of each. • IPA .. A ' a6 _ A _ .I/. ' 1 /. ■ln°. 1I! , i.'t ..I_. 4 41 ..11 . S) . WC i ' W LI ' e it. t c, kid,kv r)q y W. l.n / 0"NQLI . APPROVED 6. Describe an excess levels of noise generated by the proposed use or activity: ' eiz‘u(.- s alp fp JEF N O DEPT.OF O SIGN 5 stormwater site plan template—rev.10/21/2008 • i 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.) on'he ite. Indicate location on the site map. St �'� �-��n 0 ica ` Ake 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. . Mvie/at AD vila " iX.S '�a Jo ' SOi�t-- il, I�i' i .tG >ivfei le, vile , r ea_ ' 'i Y D e h l .a aKp l I o -'v12 i 'e W (i- i ca a 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 w thin thesite. Locate these facilities on the site plan nd differenti to proposed facilities from existing facilities. M f ,5- rrn will ke - Ai spe and . 1 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 f r"large" projects or projects that involve th potenti I for dispersion f contaminants.] _ .._. r �_. _ _-__. __.._.__W.. __.. .. _u..._..._ i�o C-br vo w i1w--W an . (i — y-A -�_. 11. Des9r4pe the performance goals and standards applicable to t project.�� r\--.a—,ve. G Ja lS a,3- S'- S : 14� +( ►-.v�r� r--, rue..�J •,..� ,e-tr�f o 5 cc-S t e�S i t 6.- t v�S l - kY L71o�a\ 1,.�t SS [..te- f U-ckrat o '?.."-" tale. 1.2,.--Descn e the flow control-system. - - s: itaiv d o� +0 , n , a ► of cp(a� b f oa-S uSe fa/ - -('-o,� r tyrh-o I. i 1!a'1'al,.. :1 stormwater site plan template rev.1Q[21/2008 6 f • • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. 15. Describe the source .f fill ma erial, physical characteristics of fill material, and deposition of excess material. No -6. V1&1 tri cz 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Cha ter 33 of the Uniform Building Code. _ ' - ; \\77 Il . is 17. Describe the proposed surfacing material. I 1' .1 1, JEFFERSON COUNTY DEPT.OF COFIR P -- Y18scribe methods for res ration of he site. . o_ (Ale., >ti► >h✓v de ceS - rees;S , . , ,S_ a _amyl i 1n(k4 JQ'O [vl �i{Sift) • P/ v.. (L, 'itG SS . at . a ----19. An-Operation-and-Maintenance-Manuaks-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�� N 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. N/4 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 , S c. Ae_s r axed dm el .het" -- - (.6n v mfa I vi 1 sils-tavt. stormwater site plan template—rev.10/21/2008 • . 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. C to Vg4t-ovVelc__‘.1 2. Establish Construction Access. \—�Y> Inca. s ►\s . L re..)eD- 4 -4-0-er- (3 c+r✓ 3. Control Flow Rates. 4. Ins all Se iment Controls. 5 LI %-N.S 61?el at. c„ee_, 0.c dls'-fo a5 e°Star CQ a 5. Stabilize Soils. ( lea. a. 6. Protect Slopes. s1,)LAC � � .-� _51D�� s -�- 7. Protect Drain Inlets. N/A stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. \/vim►n-2 - 10. Control De-Watering (the act of pumping groundw ter or stormwater away from an active construction site). 11. Maintain Best snag ment Practices (BMPs). • ' , s. rjl 1 ?.N.C.�^- ) r NJ ft.,\h I✓ti1 2e_, 4e-�"•' V'a ''k.,) 1 f- 1 iu_S 12. Manage the Project. 11 S Yx 4" - 0 . -2--5 rac_, Ej1 �1 o�..c:� — `1► .Q Yr-t. . eniS a r _-- ---- I 2. Adjacent Areas. `" a. Description of the adjacent areas that may be affected by site dis urbat:ice (e.g., streams, lakes, wetlands, residential -eas, ro.ds). s R;GN COUNT 1 6 I?i ►e, 1I. to / p • 1 I J .,4I f iii eli i' ..111A' i IA .l a CJ a. .rc. Aa _I ` l 11 , 1 �I, IALeri I / I l.'/ a . V Y ■�lllti irei/�� �i b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). Ail( ct te- -fD vi 4 2,--t ja A Ai 1 t dd �_ vrv�r�e cru- k � e - ( 4 e.-H�41( I s q ! , i �l . 3. Environmentally Sensitive Areas. a. Descrip ion ofCLai.1 nviron entally s�('ssiitive are s th t are on or adjacent to the site. Ste iitk f` rek S-u. stormwater site plan template—rev.10/21/2008 9 • • b.. - Description of special re uirements for working in or near environmentally ensitive ar as. v_ - .h G. aX (lam jt rrl , s s e pc�.rZ.tee am i� ✓ e- - be&ot km_ e a a cL aireA_r• 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). �,. DYE-e-- 5. Construction Phasing. a. Construction sequence jo b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30 (page 2-21 of the Manual). I. Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season constructio activities. p 1 O ‘ 5 A-f t,J��1 a... b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for th- initiation of bonds and/or other financial securities. 4 b. Describe bonds and/or other evidence of financial re-.onsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a seoarate 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 • s 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 t 9 �"^'7 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 ee lines, pasture areas, etc.). d. Identify and label areas of potential erosi 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. Q-Cf'` . uL`� ! ta4- 7"' 4*-1 5. Erosion and Sediment Control Facilities. f 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 coneand_standpipe,and/or other filteri OTdiev j f. Detail stabilization techniques for outlet/inlet. r^ g. Detail control/restrictor device location and details. ;IJ, 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. II k. Provide front and side sections of typical rock check dams. I[FFERSON COUNTY I. Indicate the locations and provide details and specifications for silt fabric.- _nI PT_OF Co",IM HNITY DEVFI.OPMENT 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 quality on 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 knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected erty. /�3// 2— (LAND R OR A THORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template-rev.10/21/2008 12 ______ WSI > " 't; =—� L- _ - - - rn N_ ., � i c 0 f'J J u L z z Q-0u - O T1 O V � C C, O IV \ z M �Ip 0 3S-6 / Eli / 15'-4" / T 9 / 12'S° / • / 4'3" % 13'o-" j 4'-0" j 8'6" % 5'-8" / \ STEPS cc" G� ® o > cCi)0 o rn�8 �� r, g ,oO �o8 / / 1111 / (33 o x rn o Ca. 0 ` 4 al cnCJ x o zp o cn a� m cn °_1I In "n i \\\\\�\\\\\\\\\\»\»\\c � 1--i*�\ X 411 ice\\\\\\\\� .o E . + n4111 733 ` • T x1 I ' '°gig � �, �- . • I -V \ 8 70 N I_ J -o �� �, rn Q I \rc� M ic:\ cA - 9 , 1- cSS� z p O q OG� f y x -n x o rn T \ I Q N > n n x � \ ^P r'` 70 rn � o \� X 2,X6 \�� N � \ (1 109 00> g -1 ` \ g p g 0 Q,° 70 ` END v T f -k O� \ CP 1 = > x n� > - p N N xO \ ate z � p > - W o.0) $ Z �_O �4-2" a e3'� 3'4" 8'_7 ' rn I \� / / CP g O rn O '�- • J IELiC7 I o CP II�R � — p \ I pN � p rn rn �� � O \ y R Pi -� p�? a -1 2 �p x cN - - - _10 {ELL- - -E.\ I -, � pzzp L -- -1 CLOSET � g L — JT© I<> 1:: \N l� N j\\\ \4\'' \\\\ \\r rn 41# r(T3 i 2 .-Th -Q CPO K yyT 1 W I rn rn W p p Z En N as p6cm g A I rnN 9 e OOI ��/JY W o / \ p N \ CPO rn 3{ I by -n 65 O � � N 1, rn BOOKSHELVES °' g d' g I mO o r ��O rn rn �Tr ,Sb- >.._:. 7a C z g \ O E' N \\ O 0 70 oorn \ � rn rn `�' cn 67oa 1 rn X � \ gyp �� � � rn � 6 � -� r 70 \ r- 0 Ft 00 \ rrl cm � r -- 77o x\ 3'-T' rnQo a -� Orn rn� iX 70 I \�>9,0g � � r\ � - I /\ (�(�� NT \ \ I\ \ con of °o -' - -- -1^ 70 N N -1^ :7\0 rn r O g > O Q o v r O g a _ rn v -a T 7rn0 C O Fn rd 6 70 O O �O r j O-O �-r rnCl // 67 > O -1 00 70 = O�x px > / z / 5'-5' / 4'4"" / 4'-4" / 13'-24" / 8'-2 " / 2-0" / / 19'-6" / 16'-0" / -0 -0 -6 -0 -0 -0 -0 rn -6 rn -a -o -0 70 -O 70 -0 70 70 (71 70 fT 70 rn rn 4 a � 4ci =� n (--0.--), cv 0 - - - - - (51 - - - - - - _ 99626' o c°'i, 502°24 22"W_ - - - - - _ (Q iv rn -_'_ - - - 57. n-r rn a 1 o N � 1 I I01 N o I 345'2" 64, �" 60r 2° (51 a ND CA CO ill \ Z \ FriDRA(NFIELD. a gl \ el/ �'_ rn l7o - _ ___ 335.44' - \ ) \ / NO2°23'46"E �c ,. 192-6' 421'1r /-- ?rilf** \ %V i 0 ',4(4C\'1. 01 -0 -0 , .1" , , i 4 TO I It g .s' Ls, (<, \,‘ / iii (1: --- -- --t.' - as I GEy` Z Cr. r- '1 - coo � �5 - rn b I o `5' 172_83' I I a b NO2°24'08"E Vr I `o' - ,c ZZ 71 ° N I1 rn o I � � 156.82' N o z o ,9 g NOT 23'39"E i________ a 329.62 I a NO2°23'10"E - y 4 COOK AVENUE (100'-0 R.D.W.) - - - _ r 14 0o x 4 > n i D �o� cno �o at 72 D - oaf 7 4..m �� a Cr) M 7d N O •. m °o° 07. 50 FLOW PATH , N o c�nrn � o yj 0ti ,110k�� O �� qv. cn g Ulm, v, N M � � 3 a o I a. 41, `_J • 111'- Iv / \ t7' Raj . �� _ i zz `_ I o ' ) ES - -- u\ \ -n I FUj \/ \ I d' ' SE r :, ..�T \\ rn \ I /\ cn . -. 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