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HomeMy WebLinkAboutBLD2010-00193 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 #: BLD10-00193 SITE ADDRESS: 41 VANCOUVER DR Issue Date: 09/15/2010 PORT TOWNSEND, 98368 Final Date: 9/14/2011 APPLICANT: JUDITH CARUSO PHONE: 360-385-2367 41 VANCOUVER DR PORT TOWNSEND WA 98368 SUBDIVISION: CAPE GEORGE COLONY DIV 3 Block: 8 Lot: 16 PARCEL NUMBER: 938400816 Section: 12 Township: 30 N Range: 02 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE 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 c " THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON9/14/2011 I:\F_BLD_Occupancy.rpt 10/29/19 • Jefferson County Building D`vision Permit Number: BLD10-00193 Applicant: TEMPLE BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2 06International 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 =73- �v Setbacks Erosion Control Erosion Control Foundation Footing Foundation Footing Footing Drains Footing Drains Foundation Stem Wall Foundation Stem Wall ✓ Underground Plumbing Underground Plumbing Under Floor Framing tu Straps(hold downs) Straps(hold downs) l Ext. Shear Wall Nailing '�- ! C' 1' Ext. Shear Wall Nailing Rough-in Plumbing 3.6-. r/ Rough-in Plumbing ( (f/..�� !� � Framing _ III [r Gy^otw L @ A-t-- Framing Blocking Blocking Airseal 3 !/ PIP Insulation:Walls Insulation: Floors -N11 - Insulation: Ceiling Int. Shear Wall Nailing '1 � � J/ Wallboard Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior 'BUILDING PERMIT APPLICAPON ML Review y 220 T Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD10-00193 Received Date: 6/3/2010 SITE ADDRESS: VANCOUVER DR PORT TOWNSEND, 98368 OWNER: JUDITH K TEMPLE PHONE: 3520-529-0812 CARL H SCHWERSINSKE 5872 N CAMINO ARIZPE TUCSON AZ 85718-4610 CAPE GEORGE COLONY DIV 3 SUBDIVISION: Block: 8 PARCEL NUMBER: 938400816 Section: 12 Township: 30 N Range: 02 Wt. 16 CONTRACTOR: HILINE HOMES PHONE: (360) 379-8600 94 KALA SQUARE PLACE PORT TOWNSEND WA 98368 Contractor's License HILINH*981BT Expires 2/10/2012 REPRESENTATIVE: TIM GIBBS PHONE: 253-606-5210 94 KALA SQ PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOt NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 108,000.00 MAIN: 1,248 CODE EDITION: 2006 ADD'L: HEAT TYPE: EEE OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 484 SHORELINE: DECK: 96 SETBACK: SEWAGE DISPOSAL: ALT BANK HEIGHT: WATER SYSTEM: CAPE GEO BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 _ Routinq Date: 1r;- Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,038.55 LYK 06/03/10 117798 APPROVEDPlan Check $675.06 LYK 06/03/10 117798 State Building Code $4.50 LYK 06/03/10 117798 SEP i5 201U Potable Water Application $98.00 LYK 06/03/10 117798 Total: $1,816.11 Jefferson County Planning & Building Department Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage Drywell/Alt Drainage Drywell/Alt Drainage OND I - MUST COMPLY WITH DESIGN CRITERIA Address Posted Address Posted SQ.() OTh(10 Pn }D FINAL INSPECTION 910/ /71 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD10-00193 1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM MICHAEL J. ANDERSON, PE STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER REPORT" SUBMITTED JULY 6, 2011. 2.) The applicant submitted a revised stormwater plan on July 6, 2011. The revised stormwater plan was prepared by Michael J. Anderson, PE. The stormwater facilities shall comply with this engineered stormwater plan. 3.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 5.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 6.) 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. 7.) The project shall adhere to the Best Management Practices (BMPs) 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. 8.) A stormwater plan has been subm01 and approved by the Department of Co•nity 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. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) 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. 11.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 12.) 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. 13.) The building height is not to exceed 35 feet. 14.) Setback from Vancouver Dr. right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 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. ON CO • 0 (--- , � d� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ` '4 621 Sheridan Street• Port Townsend •Washington 98368 y360/379-4450 • 360/379-4451 Fax ,swww.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: JO Project Description(include separate sheets as necessary): C -,e/.,‘- e&'"? - ' )0/, 'A7. V 3-82x- I Tax Parcel Number: 3 /6 �/ �Q Property Size: 7' 9 (acres/square feet) Site Address and/or Directions to Property: W/f pt t' I,/�6 ,% 'To-t,✓X--• Property Owner(s)of Record: !" /7- f ,W- 1 ����r5 - JX7- � Telephone: f2 0'"•5. ' - a i-/ 2 Fax: 5??-/ 5;9 y email: Mailing Address: i �j �� 7/ �iD /1.._ctlzo� T C_ 0.,5E 2 Applicant/Agent(if different from owner): �,,., p�j� S Telephone: 2 0 76 9/ Fax: Mailing Address:_jL /1 of s e email: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation wilding - 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) ) Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home . .0 Modular - 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Change of Use 0 Special Use(Essential Public Facilities)** ❑ Address ❑ Road ID Boundary Line Adjustment Approach 0 Short Plat'" ❑ Home Business 0 Cottage Industry 0 Binding Site Plan** ❑ Propane 0 Long Plat** ❑Sign ❑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** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal pf4Jits tequired for this proposal, if known: I hereby designate/ `�-j G �� DESIGNATION OF AGENT -S to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE -•...-__e 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. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application tha he or she wants prior notice: ' Signature: f - Date: 1 — 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-transferabl responsibility for adh ring to and comp) ing ith he ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: `� _ Date: • • 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: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE FAX: 14 i Lv k rAQ52, (�, ( k:.61-1r — ub--o (3tt�c)Y I — Li (�! ) MAILING ADDRESS: 1 a IS&Id2 J(ti +'+titf�'� 1' 1 EMAIL: -i-C ,h .) VIA aNe,/v,\'YvQ,7. Levv,- CONTRACTOR'S LICENSE F'c✓t 'T.:A/Ns Iry vt 1noA t W'' r`''l''S WAINS NUMBER: NUMBER 1•'�'= L.t ZJ'tk`�'`�r,'L�'�"�ARCHITECT/ENGINEER: PHONE ( ) Fax.( ) MAILING ADDRESS: • EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: ❑ Sewer❑ Addition ❑ Steel Proposed: „2 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: Individual Sys e ❑ Repair 0 Masonry Y Sf - Permit# ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: Public Vet-LA [i-20 Z Total: r 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: I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured I 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. 3 .�i Square Footage Current Proposed '.o).w • ),,i'vlZinc inr' ..F-s s `4 Main Floor Heated , - € EH Bld App Review. rT ,....„„ ..„„, 2"tl Floor Heated - „ Consistency Review: --Q1 a Other Heated g +, w ` Fl Base fee: Mezzanine R �€i€ Additional Section: Heated Basement T", ,� z y b Plan Check fee: .ij Unheated Basement R�& .. :: j State Surcharge fee: `S(j Other Unheated . 1":' ,1 Pot Water Review fee: '3t` --- 'liGarage/Carport '' ,t- SUBTOTAL t� ,aR; 11 Approach fee: n ' 3./ Decks 9� )l Other �. a�J . TOTAL: $Q353. 1 1 I —7-7 :,�, r' Receipt Number: I t lc 1 Cash/Check Number: ESTIMATED COST(REQUIRED) / 04-ez� r Date: �2 �., .Fair market value of all labor and materials Initials: C, ..__ _____._ G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc Lbl0 - 00( 93 t �'Yl L►�} p — o o 2Z-o see io - at9 ogs BFE,01- OVIEU STORMWATER REPORT JUL - 6 2011 CARUSO RESIDENCE JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT LOT 16, BLOCK 8, CAPE GEORGE COLONY DIY: #41 VANCOUVER DRIVE PORT TOWNSEND, WA 98368 APPROVED STORMWATER PLAN AUG - 12011 JEFFERSON DEPT.OF C SIGNATURE: Pao WAs O epok f• ' BB5 77e7/7 Os- EXP. DATE: 05 / 05 / 12 Prepared by Michael J.Anderson PE& PLS No. 27665 330 Cleveland Street Port Townsend, WA 908368 • I STORIVIWATER REPORT CARUSO RESIDENCE #41 VANCOUVER DRIVE PORT TOWNSEND, WA 98368 PROJECT LOCATION The project is located within the Cape George community on Vancouver Drive and is identified as Lot 16, Block 16, Cape George Colony Division 3. The site is also known as APN 938 400 816 in a portion of Section 12, T3ON, R1W, W.M. The site is characterized with a rural setting in a single family residential neighborhood. The project consists of a new residence and attached garage. This stormwater management plan will examine the hydrology and changes to the stormwater runoff due to the proposed construction of the residence and the driveway construction. All proposed drainage improvements shall be consistent with the design standards of Jefferson County and the "Stormwater Management Manual for Western Washington" 2005 (DOE SMM). PRE-DEVELOPMENT SITE CONDITIONS The lot was un-improved with ground cover consists of native grasses and brush prior to the start of the building construction. Utilizing the "USDA Soil Conservation Service — Jefferson County Area" as a resource, the soil is characterized as Hoypus (HvC) gravelly sandy loam. The topography as shown on the site plan indicates that the lots slope toward the roadway ditch in Vancouver Drive, a private street of the Cape George community. DOWNSTREAM ANALYSIS The downstream storm drain system consists of the roadside ditch in Vancouver Drive that drains toward Discovery Bay in a combination of surface ditch drainage and underground culverts. The drainage system for a quarter of mile downstream will not be unduly affected by this project inasmuch as a minimum of 91% infiltration is achieved as required by the DOE Manual. Page 2 of 6 • • PROPOSED SITE DEVELOPMENT The private property site is to be developed as with a new residence and garage structure. The impervious areas have been calculated and are summarized as follows: Site development area 12167 sft ..... 0.279 Ac. Proposed roof residence 2044 sft .... 0.047 Ac. Proposed driveway..... 400 sft .... 0.009 Ac. Proposed sidewalk 168 sft ... 0.004 Ac. Total impervious 2612 sft. ... 0.060 Ac. Percentage impervious 21.5% PROPOSED STORMWATER IMPROVEMENTS The primary goal of the State DOE Stormwater Manual for Western Washington is to protect the streams of the State and the Puget Sound. To comply with that goal, the Manual prescribes the treatment of runoff and the infiltration of the treated runoff into the soil to refurbish the ground water. Due to the size of the project, the stormwater is proposed to be infiltrated with trenches under the driveway. This location will provide the required separation from the septic tank facilities located in the front setback of the site. PROPOSED STORMWATER FACILITIES The WWHM3 calculations indicate that a trench comprised of clean gravel with a 4" perforated pipe with a length of 10 feet, width 3'-0" and depth of 1'-6" will provide the necessary minimum infiltration of 92.22%. The soil parameters are based on the referenced USDA data and use an average 13.15 inches/hour rate of infiltration. See attached sketch. HYDROLOGICAL ANALYSIS The infiltration trench size was verified in accordance with the WWHM3 computer system that is prescribed by the State DOE. Please see attached report. Page 3 of 6 • • EROSION AND SEDIMENTATION IMPACTS The State 2005 DOE Manual specifies that each stormwater plan shall provide for the following elements: SECTION 2.5. 1 MINIMUM REQUIREMENT #1 : PREPARATION OF STORMWA'rR SITE PLAN Please see attached site plan entitled "#41 Vancouver - Drainage Site Plan dated July 1, 2011". SECTION 2. 5.2 MINIMUM REQUIREMENT #2 : CONSTRUCTION STORMWA'T R POLLUTION PREVENTION (SWPP) All new development and redevelopment shall comply with Construction SWPP Elements #1 through #12 below: Element 1: Mark Clearing Limits The clearing limits will be the minimum required to construct new residential building and the on-site driveway that provides access to the proposed residence. Element 2: Establish Construction Access A construction access will be established at the new proposed driveway location at #41 Vancouver Drive The installation of quarry spalls to minimize tracking sediments will be utilized as shown per the standard Jefferson County detail . Element 3: Control Flow Rates The storm water will be infiltrated as shown on-site under the proposed driveway. Element 4: Install Sediment Controls A silt fence will be set in place along the perimeter of the new construction along the downstream edge of the work prior to the start of any construction to prevent siltation. Element 5: Stabilize Soils At the completion of the site grading for the building pads, the areas disturbed by the new construction will be seeded Page 4 of 6 • • and maintained during the remainder of the construction period. Upon completion of the driveway and single family residential construction, the final landscaping of the site will be installed to stabilize the soils. As required by the SMM, from October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days . From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days . The soils will be temporary seeded or protected with plastic covering_ Element 6: Protect Slopes All slope areas will be made at a maximum slope of 3: 1 and protected with hay and plastic coverings as required. Permanent landscaping will be installed at completion of construction. Element 7: Protect Drain Inlets The new catch basin will be protected with hay bales during construction in accordance with the detail on Sheet 2 . Element 8: Stabilize Channels and Outlets The site drainage does not affect any channels or outlets . Element 9: Control Pollutants As required by the SMM, all pollutants, including waste materials and demolition debris that occur on-site during construction shall be handled and disposed of in a manner that does not cause contamination of storm water. Maintenance and repair of heavy equipment and vehicles involving oil changes and other maintenance work shall be conducted using spill prevention measures such as drip pans. Wheel wash or tire bath wastewater shall be discharged to a separate on-site treatment system. Element 10: Control De-watering No de-watering is anticipated with this project . Page 5 of 6 410 Element 11: Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with the Jefferson County Stormwater Standards and the requirements of the State SMM. Sediment control BMPs shall be inspected weekly or after a runoff-producing storm event during the dry season and daily during the wet season. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal of BMPs or vegetation shall be permanently stabilized. Element 12: Manage the Project All aspects of this Stormwater Control Plan and the Construction Stormwater Pollution Prevention Plan will be in place in accordance with the sequencing of the work and will be properly maintained by the contractor during construction and by the property owner upon completion and occupancy of the residence. SUMMARY In summary, the stormwater requirements are as shown on the attached copy of the Engineered Site plan illustrate the stormwater facilities proposed for the project that comply with the State DOE and Jefferson County requirements. TEMPORARY EROSION AND SEDIMENT CONTROL Temporary silt fences will be placed along the site as shown to provide erosion control during construction. Landscaping of all exposed soil will be completed as soon as possible to prevent any offsite soil deposition. 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