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HomeMy WebLinkAboutBLD2007-00525 J .i `erson County Building Dirsion Permit Num0. BLD07-00525 Applicant: STEPHENS 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 Lagoon Lane right-of-way shall be 20 feet. Minimum setback from Ludlow Bay Road right of way shall be 20 feet,— Minimum side yard setbacks shall be 5 feet. Minimum setback from Ordinary High Water Mark shall be 30 feet. Erosion Control SEE CONDITION 2&3 Foundation Footing Footing Drains Foundation Stem Wall Underground Plumbing Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing Framing Blocking Airseal Insulation: Walls Insulation: Floors Insulation: Ceiling Int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Dryweil/Alt Drainage SEE CONDITION 1 Address Posted FINAL INSPECTION I _� FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD07-00525 1.) VTHE FOLLOWING MINIMUM LENGTHS (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED ON SOIL TYPE MAY BE USED FOR SIZING DOWNSPOUT INFILTRATION TRENCHES: COARSE SANDS AND COBBLES 20 LF MEDIUM SAND 30 LF FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF MAXIMUM LENGTH OF TRENCH MUST NOT EXCEED 100 FEET FROM THE INLET SUMP. MINIMUM SPACING BETWEEN TRENCH CENTERLINES MUST BE 6 FEET. FILTER FABRIC MUST BE PLACED OVER THE DRAIN ROCK PRIOR TO BACKFILLING. A VEGETATED FLOWPATH OF AT LEAST 25 FEET IN LENGTH MUST BE MAINTAINED BETWEEN THE OUTLET OF THE TRENCH AND ANY PROPERTY LINE, STRUCTURE, STREAM,WETLAND, OR IMPERVIOUS SURFACE. A SETBACK OF AT LEAST 5 FEET SHOULD BE MAINTAINED BETWEEN ANY EDGE OF THE TRENCH AND ANY STRUCTURE OR PROPERTY LINE. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. 2.) '"A SILT FENCE SHALL BE INSTALLED AT THE EDGE OF THE CLEARING LIMITS ADJACENT TO THE SHORELINE AND WETLAND AREA PRIOR TO ANY LAND DISTURBING ACTIVITY. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 3.) CONSTRUCTION ENTRANCE•ALL BE STABILIZED WHEREVER TRAi•WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR VOTHER 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.) rior to final approval a licensed installer must abandon the existing tank and distribution box. Documentation of proper abandonment shall be provided to the Health Department. The Health Department shall be contacted for site inspection to verify abandonment of the system and connection to the Olympic Sewer system. 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 ) of 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.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 1 n )✓Minimum setback from Lagoon Lane right-of-way shall be 20 feet. Minimum setback from Ludlow Bay Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from Ordinary High Water Mark shall be 30 feet. 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 hooded to prevent the light source frorrSng 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. 13.V The building height is not to exceed 35 feet. 14.V Per MPR Code Section 3.17, accessory dwelling units (ADUs) shall not be allowed in the MPR-SF zone. 15.)IA"Construction Drawing" Flood Elevation Certificate was prepared by a licensed surveyor and submitted with the application. The Certificate identified the base flood elevation of 8 feet. The lowest floor of the structure is required to be elevated at least one (1) foot above base flood elevation or 9 feet. PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN ORIGINAL"FINISHED" CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED BY A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION INFORMATION IN THE STATE OF WASHINGTON. 16.)/Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 17.)✓Construction Materials and Methods of Construction to Reduce Flood Hazard (i) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii) All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 18./New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE). 19./Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 20.)/This parcel is within the Port Ludlow no shooting area per JCC 8.50. w .,3, ONco 1 d ]� & JEFFERSON COUNTY llJf Tzi ,4 DEPARTMENT OF COMMUNITY DEVELOPMENT 2 621 Sheridan Street • Port Townsend • Washington 98368 SEP 8 2007 �. - ,; 360/379-4450 • 360/379-4451 Fax v4 ,0p www.co.jefferson.wa.us/commdevelopment , it c � �; �c Co U TY DCD Master Permit Application MLA: Q 1 -3L,fl Project DescriptionDescription(include separate sheets as necessary):(itentov�,oi Z beekronn,t s oddr41 3 6s,drt eons Tax Parcel (— r ( i-�T 2 Property LOT I 1,-N Ac,. Number: I(Q&ZWIOi c(oa 1aoto2 Size: Lo r 2. 2•444c, (acres/square feet) Site Address and/or Directions to Property: 4Di64' ,,VA..,4O - �u oiv.v% �47 i��/ (.914 h7.41ys;.we Afq,�,rj yo / '� v�i•M �i.+a/ ve•4eh .j- %J f,4.%!r- C c-aw a/Gc.c.7 t T I LAtAix)1.1 Le. F 2a Luvt. 4,3 J eizr-AA av ) k1 1,,faror,1 `t8305 Property Owner(s)of Record: J4H63 S" P4E1�5 Telephone: Fax: email: Mailing Address: 411 STRA•J1El2 &Air,it- CoX 1 kic)tc.A { 1 e8 -2965 Applicant/Agent(if different from owner): RICK (JOiiE5 Telephone: 425 82.8.4(17 4xry Io4 Fax: Az5-13i22-I f3 email: vae5awo p/t.carq Mailing Address: II(o'4I1E O'114 'T lKIrJ A&•)D tJ4 `tPO33 What kind of Permit?(Check each box that applies uilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a),C(d), or C]** ,'Single Family N'Garag- •ttached Detached ❑Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular 0 Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address ❑Road Approach ❑Binding Site Plan** ❑Home Business ❑Cottagelndustry ❑Long Plat** )Propane ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis X'Shoreline Master Program Exemption/Permit Revisions** Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre-Application Conference **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 Cr's 3 So 4/tvikG,.d K%ck.:fitkies to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE , } r.� - Date: •2 f•2Oo7 By signing this application hrrh,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's 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 wants prior notice.Signature: - , � l "T - Date: ?• 2 F•ZO 70'! The action or actions Ap`01nt 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-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ---- Date: 7 Z p•2007 (::ADocuments and Settings\carat\Inca]Settings\Temporary-Internet Files\O1,K86\Master Permit Application 12-19-2006.doc . i • 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 contractdrs aijdlingi • they will be assuming the responsibility of the General Contractor for the proposed project. = t;; Signature: —'-. - s.S— - Date: Z F. 20°7 GENERAL COAT-RACTOR OR MANUFACTURED HOME INSTALLER: PHONE: F * ' 2 v 2007 Tro. ( ) ( ) MAILING ADDRESS: EMAIL: , .����' � MINN ��� CONTRACTOR'S LICENSE WAINSj +i?i16 NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New X'Wood Existing: __J._ VSewer X Addition ❑ Steel Proposed: Al Bank ❑ Community System Li Alteration/Remodel ❑ Concrete Total: _6 Height: Li Individual System ❑ Repair ❑ Masonry o SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: 2 Setback: ❑,,Private well ❑ Two Party Type of Heat: Proposed: (-Z) .t-3 / VPublic Total: 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: ❑Underground Tank AAbove ground Tank Size of Propane Tank: 5:r,,.,0 64-ite,'1:. 0 Heat Stove Cook Stove jg Woodstove Si Fireplace Insert IN Hot Water Tank 0 Pellet Stove 0 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / o) 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 For Office Use Only Amount Revision Main Floor Heated 3S��`i' ,EH Bld App Review: I _ 2"0 Floor Heated Z 6� 5 640a Consistency Review: l,S p® frg5% 45(316,1 _ 15 . Other Heated Base fee: 8`q '1,3 ,.6M 3 ica Mezzanine Additional Section: Heated Basement �� Plan Check fee: (, Unheated Basement f94l o f ` '' Ilk State Surcharge fee: y5O Other Unheated Pot Water Review fee: laag Garage/Carport ® 115 109 aP- .91 SUBTOTAL (e3S� ��,+De ks n 911/Rd Approach fee:c5C) /a1 4 I ',01. ne TOTAL:Other 1 Q jL: $ 62�3L4/1 C� Receipt Number: C15LJ Cash/Check Number: >" ESTIMATED COST(REQUIRED) no, ate: 9' J o, .Fair market value of all labor and mate found�tiifo mi h + �I ff 44 � 7 s lit. ..f.:.p_ J C: Initials: � i/ :\Documents and Settings Settings Internet Files Permit Application 12-19-2006.doc • • 00 JEFFERSON COUNTY SEP 2 8 2007 t DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 JEFFERSON �OUNI I DCO 360/379-4450 • 360/379-4451 Fax SING http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# ©' -5t t PROJECT/APPLICANT NAME: ICES 'F !rc►JS 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. E•xtST lw 5 .16 V*LLY (eE9rIOLtijC.1E kl Int AGDI'nOA,:f 7 4cf774- P2S T e 244 LE✓6LS. 2r1vo SF Cf /•JEt.J 1 sr LEVEL. APn IT1OiJ A 4100 Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. u►il hi LI Ft %L op toss, ..,nut d LUC Lanul , HR+z3it • E 1 ? 6i APrrr 5 tT 7 • 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. gx,s11& , net, c P4 4. . 11/4%J E 'mess t:J ,LA•L-i uE cos v)a .— S ' el/074r atnr#fr /4/1/41 4. Describe the existing soils. Indicate soil type on the site map. CC> ' d.�1.4�5 l-U N 1 I S t L,T La6.11 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. 'Sr4-}F.s F To 5.6.t 4 0-t4ttl ttU FtLT ZA11cM . 6. Describe any excess levels of noise generated by the proposed use or activity: APPROVED STORMWATER PLAN [ EP162OO8 stormwater site plan templale.doc—rev 10/12/2003 Stormwater ' Y •' •+l� JEFFERS• p 5 Require 11�1►��/. ..,. , _ • DEPT.OF Cs : ' Ti .LaPMi SIGNATUR•: _to, m_ • 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. y 4a ENE Ak 1H- e v, sr S4 r frsaskfas 7a 774* u fit{ eft. irrr- 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.). ,� ctsr A t0tc1 C� 4`clul�t$ H I K-GS Il7�l�' S . 111E SITE. IS l_A-ST co xL5Ttiutt ticaieS SLTS scot- The eater- I rr* aer Occ w 64Y 7r.1 Ni !l 4.14-14 W t-ST Ss t r /44-17.4r,E-5 7a 711E Sauri : 5Et S t 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. 9. 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. )ar*f OfiLeCTOo O A, Ibuliu 5poLTS To A 4'1 '1tg i-us u t 1Uz"o et L t✓ o f t iof-t-TehT1c rF1d-f-iLY4+ A% S4otW i-1 010 SITE FF� 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.] A/ 11. Describe the performance goals and standards applicable to the project. S it /Jf-f L reArJ1 o f KACX-- t ti-Tb LcA Tt. .- TIS L� RECEIV D 12. Describe the flow control system. SEP 2 8 2007 r_EFEOSON COUNTY OCO r f stonnwater site plan template.doc—rev.10/12/2003 .. 6 t,ull1NT OCt • • 13. Describe the water quality system. [(,, R -1,C,EIV 1 E,) SEP 2 8 2007 14. Describe the conveyance system analysis and design. JEFFERSON COUNTY DCD 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. lihri9J4c. 54CC4t 400 "OW 7% 4iI. Far n.4Vt c L 41" Co Cevs7xx. AF.Aukos Lu W N+rl 4 $t e7Y Lowt 115 b,"li-c 4 a+usf'e._ 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 134r-gFat 1:1Z4l l4S_ �¢Z6C. . 17. Describe�the prproposed surfacing material. /l.f't"!l VE--- 18. Describe metI ods for restoration of the site. 4 Mir—r li& /PS Eft 4.) Cl r0 _v2 MS srm. to / 4ira0 ctifericIi: 4.nars 4.0u- 41. /, O 73 ,-,tJrtiit•cke_ %1fr Gr. 7. i o gics_. /640,riker /AteT' 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. , i 20. List a and include any special reports or studies conducted to prep re the Stormwater Site Plan. -T <s x- ✓� / o- 60T- 1 . 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. • stomiwater site plan template doc—rev.10/12/2003 7 JBIENSOti i iiiiign Oil • • 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 section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. (CJk L 16 ,Of tit.f-,0 Waft CiagJetIL ( TYKE. CL.cT1{ C0.4.3416112.tSVf1c1tO 2. Establish Construction Access. A ecnotinAjortcrikS 3TL'kuJcg_ t...3 n- 1- 121.tws u_ 1'&24._. 4 ,4-co hss SiTE 3. Control Flow Rates. A $i LTFEAke LiJt_ et ftutlextuo ( Foca cr euzlic t. r{ Ctqurs 14 ,, a e____ .a1) nay StTt , 4. Install Sediment Controls. t-7- rf/l.!<:,e. 5. S bilize Soils. �t � �S4Lit4T7o �J IL.L ,tSg l-01-1air -s_(i co F Habr-i4 6. Protect Slopes. ,k/A-' - w RECE!\ E1 .) 7. Protect D in Inlets. P/� SEP 2 8 2007 JEfEn N CO YY DCD I stormwater site plan template.doc—rev.10/12/2003 8 JEgEINA aiONTV DC . 0 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. '/`)4— 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 0 f Lt.AU Ala—1L.t91 a.0 44; 7Z i.'it'f aIt.44u) $4-U-5 42 6 11. Maintain Best Management Practices(BMPs). 61- 1 ii /—5 cF AHto wta., A E / v 12. Manage the Project. I (-tom Cem-nr -ka xD Ltil-t_et-- t Quiztrutt, `'Z7;4.`15 t.ittsce� t4ac�f ,nm�, c Qn;ti ••���dre 1 j arn1J«aa w i111ES tg - fuse- ib rism")s- 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads)..�t - it&JOLctc) 134v la pis jr & Si 1 44&r x244tIg c TZ:. 71I 4&TH- . b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). I EC i V1E, ) 3. Environmentally Sensitive Areas. SEP 2 8 2007 a. Description of environmentally sensitive areas that are on or adjacent to the site. JEFFERSON COUNTY II CD J stormwater site plan template.doc—rev.10/12/2003 g EFFEli ;tj unI TV 116, • • b. Description of special requirements for working in or near environmentally sensitive areas. .-Lfi4$K.rGi tows SZ seco Si tr s eJc l n � i inter 4 HT 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). 'IUG S1600 yc Siartck..) Pb Oeur t AaJtict W F.O- 5. Construction Phasing. a. Construction sequence lxrteK I() (t-GAY - 2m4a Uu17,24a4 twaQ,K, — Pr:R 51 kIl 41041 (As4SCApE Hite 2 riot 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. II. Wet Season Construction Activities. a. Proposed wets eason construction activities. b. Proposed wets eason 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. 44E5 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. VED 8. EngineeringCalculations. Provide Design Calculations on a separate sheet for thefollowing,, pt��� 9 p if applicable. a. Sediment Ponds/Traps. /VAL b. Diversions. A SEP 2 8 2007 c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template.doc—rev.10/12/2003 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 property. 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