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Home My WebLink AboutBLD2009-00275JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 3�0� 360/379-4450 • 360/379-4451 Fax hftp://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA ## l 1 �'� QPROJECT/APPLICANT NAME: 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. 1. Project Overview Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. 2. Existing Conditions Summary Describe the existing topography. Indicate contours on the site map.r 1 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. 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. APPROVLqD 6. Describe any excess levels of noise generated by the proposed use or act i : STORM WATER PLA Stormwater P Required 1EF ER, NV DEPT. OFC 'MENT SIGNAT 'R • 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. S, ,e- e 0 qv� f i L / n cr4 r h 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.). twt f 4, g. 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. 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. 14 r 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for "large" projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow: control system. t� _. f t stormwater site plan template—rev,10/21/2008 • 0 13. Describe the water quality system. /1/", 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 0t•ldt/ /0o. i 18. Describe methods for restoration of the site. 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 Manyals here. ., 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. stormwater site plan template — rev. 10/21/2008 7 0 • 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. 2. Establish Construction Access. o Bre s' /) 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. SO/ �S CL/C Vel SGrI 6. Protect Slopes. 7. Protect Drain Inlets. 410 00, O. I ", -1-1 stormwater site plan template — rev. 1 0/2 112 00 8 0 i 12 Required Elements – Construction SWPPP (continued) 8. Stabilize Channels and Outlets. AID A120- 9. Control Pollutants. 10. Control De -Watering (the act of pumping groundwater or stormwater away from an active construction site). 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). /V O/V e_ -- b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400 yards). /V 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. AUG 1 >r SSA a s ., f /,! 3^ 7�-b 5 -Ae-. ..5""✓ stormwater site plan template - rev. 10/21/2008 b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g., erodibility, settleability, permeability, depth, texture, soil structure). 5. Construction Phasing. a. Construction seqquence �o .S A 4 " , b-ef1�� 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. la f 0 a,g r, C7)(, il. 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. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 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 0 • 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 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., tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion 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. 5. Erosion and Sediment Control Facilities. 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 cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. 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. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. 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 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. c 9?-/ 7 —091 (LANDOWNER OR AUTHORIZED REYIESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template — rev 10/21/2008 12 PERMIT #: SITE ADDRESS OWNER: BUILDING PERMIT APPLIC0I0N MRAOW00277 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 BLD09-00275 1064 BECKETT POINT RD PORT TOWNSEND, 98368 VERNON BARNETT 1064 BECKETT POINT RD PORT TOWNSEND WA 98368 Received Date: 8/17/2009 PHONE: 360-385-7515 BECKETT POINT FISHERMAN'S CLUB SUBDIVISION: Block: Lot: + PARCEL NUMBER: 932200801 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979 LOREN BISHOP 371 BISHOP HILL RD CHIMACUM WA 98325 Contractor's License BISHOBC093D6 Expires 1/11/2011 REPRESENTATIVE: LOREN BISHOP PHONE: 360-301-1979 371 BISHOP HILL ROAD CHIMACUM WA 98325 PROJECT DESCRIPTIOt NEW DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: Exist: 0 TYPE OF IMP NEW Total: 0 Total: 0 VALUATION 15,347.00 MAIN: 110740 CODE EDITION: 2006 ADD'L: HEAT TYPE: UH OCCUPANCY: 110740 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 572 SETBACK.- ETBACK:BANK DECK: BANKHEIGHT: SEWAGE DISPOSAL: CMY WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Routinq Date: LYK 08/17/09 110740 DEC 2009 'l Type Amount Paid Bv: Date: Receipt: AP[JROVI=UAan=vedLDPermit $265.25 LYK 08/17/09 110740 Permit $172.41 LYK 08/17/09 110740 DEC 2009 State Building Code $4.50 LYK 08/17/09 110740 Total: $442.16 Jefferson County Planning $� Building Department JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450. 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment Master Permit Application 40 MLA: C -�-� Project Description (include separate sheets as necessary): Tax Parcel Number: % -:zpc Property Size: 02 y 0 s (acres/square feet} Site Address and/or Directions to Property:. 106 ti Property Owner(s) of Record:.—F1--1-1i1 I a..n e Telephone: 3r5'5 - 75-1-5- Fax: ` Qnai : Mailing Address: R O Ron Applicant/Agent (if different from owner): lo, -z., /_ w Telephone: 6 P 301- r2 7 Fax: email: Mailing Address: What kind of Permit? (Check each box that applies ❑ Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance (Minor, Major or Reasonable Economic Use) ❑ Single Family Garage Attached. Detached D Conditional Use [C(a), C(d), or q ** ❑ Manufactured Home . D Modular D Discretionary "D" or Unnamed Use Classification ❑ Commercial* ❑ Special Use (Essential Public Facilities) ** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑ Short Plat ** ❑ Home Business ❑ Cottage Industry D Binding Site Plan ** ❑ Propane D Long Plat" ❑ Sign ❑ Planned Rural Residential Development (PRRDyAmendrinents ** ❑ Allowed "Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration ** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions `* ❑ Site Plan Approval Advance Determination (SPAAD) * D Shoreline Management Substantial Development "* .D Temporary Use ❑ Shoreline Management Variance ❑ Wireless Telecommunication * ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six -Year Moratorium ❑ Jefferson County Shoreline Master Program Amendment * May require a Pre -Application Conference ❑ Tree Vegetation Request "Rpquires a PT7Application Conference Please identify any other local, state or federal permits required for this proposal, if known: / DESIGNATION OF AGENT hereby designate o ��n, sho t as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Dater BTO f 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. 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 Co;�?Ounty s a result of or in consequence of the granting of this permit. further agree to provide access and ri entry to Jeff e and its employees, representatives or agents for the sole purpose of application review and any re lat in�eants s a ht of entry will be assumed unless the applicant informs the County in writing at the time of the app ' tion h prior no Signature: Date: 7// L� 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 apotential "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 assurpnoes to the applicant that the actions that will be undertaken because this permit has been issued will not violat ESA. A . divid gency can file a lawsuit on behalf of an endangered species regarding.your action(s) even if you in comp an with th Co o t code. The Applicant acknowledges that he, she or it holds individual and non -transfer a respons' f o and corn ith the ESA. The Applicant has read this di"ns and dates it below. Signature: Date:�'�� a r 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: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: KNew Wood Existing: ❑ Sewer -- —__- ❑ Addition ❑ Steel Proposed: Bank community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System O Repair ❑ Masonry SEP Permit # ❑ Demolition 0 Other. Bedrooms: Water Supply: Existing: Setback: p Private well ❑ Two Party Type of •Hqat: Proposed: Total: ❑ Public Name of System: If this is a Commercial Proiect 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 / 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. RKI 0 Square Footaa Current Pro sed .. ,' = .. � .,. ..e .. ,. Main Floor Heated EH Bid App Review: c r.� —s 2 Floor Heated Consistency Review: Other Heated£ Base fee: x Mezzanine Heated Basement an Check fee: l Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport� SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $2- Receipt Number: Cash/Check Number:.' 1 O 3 -40 2 Date: O ESTIMATED COST (REQUIRED) .Fair market value of all labor and materials foundation to finish Initials: Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff If the ground is fairly level;. if the stricture includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved. away from the foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well -vegetated area as described below. The following apply to the use of splashblocks: 1. 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. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. 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. 4. No erosion or flooding of downstream properties may result. 5. Runoff discharged towards landslide hazard areas must be evaluated by a professional engineer with geotechnical expertise or a qualified geologist.. Splashblocks may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and,jurisdiction approval. 6. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems, etc) indicate that this is unnecessary. February 2005 Volume 111— Hydrologic Analysis and Flow Conhol Stops 3-15 3-16 Figure 3.7 Typical Downspout Splashblock Dispersion Volume 111— Hydrologic Analysis and Flow Control BMPs ebruary 2005 BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use 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. On large commercial, highway, and road projects, the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and . See Figure 4.2 for details. Note: the 100' minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length (100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786 -80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved; this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • Hog fuel (wood -based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing (see BMPs C103 and C104) shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume 11— Construction Stornmater Pollution Prevention February 2005 • Whenever possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Quarry spalls (or hog fuel) shall be added if the pad is no longer in Standards accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement;, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. • 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 site. The pavement shall not be cleaned by washing down the street, except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad, which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (see BMPs C 103 and C 104) shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be ermanently stabilized. Figure 4.2 — Stabilized Construction Entrance February 2005 Volume 11— Construction Stormwater Pollution Prevention 4-9 Driveway shah meet the requireme nts+OofezthYe P= - k is recommended that the entrance be crowned so that runoff drains off the pad 0y LIrlStait driveway WWert M there Is a —d" ddctt presets 4'-W quarry � Geotextfle 1 r nun. Cudaxss �_ �S I�FJ Provide U width of inpress/epress area Figure 4.2 — Stabilized Construction Entrance February 2005 Volume 11— Construction Stormwater Pollution Prevention 4-9 BMP C233: Sift Fence Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. Conditions of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow: Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence, rather than by a sediment pond, is when the area draining to the fence is one acre or less and.flow rates are less than 0.5 cfs. • Silt fences should not be constructed in streams or used in V-shaped ditches. They are not an adequate method of silt control for anything deeper than sheet or overland flow. Design and Installation Specifications 4-94 Joints in fitter fabric shall be spliced at posts. Use staples, wire rings or Z�• by 14 Ga. wire or equivalent to attach fabric to posts equivalent If standard strength fabric used I I Ffter fabric II II I a C -T max--� T� Minimum 4"x4" trench E J I N Backfill trench with native soil Post spacing may be increased or 3/4"-1.5" washed gravel to 8 if wire backing Is used 2"x2" wood posts, steel fence posts, or equivalent nuure q.-ry - zin rence • Drainage area of 1 acre or less or in combination with sediment basin in a larger site. • Maximum slope steepness (normal (perpendicular) to fence line)1:1. • Maximum sheet or overland flow path length to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum average roll values (i.e., the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.10): Volume 11— Construction Stormwater Pollution Prevention February 2005 Table 4.10 Geotextile Statuiards Polymeric Mesh. AOS 0.60 mm maximum for slit film wovens (#30 sieved 0.30 (ASTM D4751) mm maximum for all other geotextile types (#30 sieve). 015 mm minimum for all fabric types (#100 sieve). Water PermittivAy 0.02 sed-1minimum (ASTM D4491) Grab Tensile Strength 180 lbs. Minimum for extra strength fabric. (ASTM D4632) 100 Is minimum for standard strength fabric. Grab Tensile Strength 30•x• maximum (ASTM D4632) Ultraviolet Resistance 70% minimum (ASTM D4355) Standard strength fabrics shall be supported with wire mesh, chicken wire, 2 -inch x 2 -inch wire, safety fence, or jute mesh to increase the strength of the fabric. Silt fence materials are available that have synthetic mesh backing attached. Filter fabrics material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range. of 0°F. to 120T. 100 percent biodegradable silt fence is available that is strong, long lasting, and can be left in place after the project is completed, if permitted by local regulations. • Standard Notes for construction plans and specifications follow. Refer to Figure 4,19 for standard silt fence details. The contractor shall install and maintain temporary silt fences at the locations shown in the Plans. The silt fences shall be constructed in the areas of clearing, grading, or drainage prior to starting those activities. A silt fence shall not be considered temporary if the silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runoff water from going beneath, through, or over the top of the silt fence, but shall allow the water to pass through the fence. The minimum height of the top of silt fence shall be 2 feet and the maximum height shall be 21/2 feet above the original ground surface. The geotextile shall be sewn together at the point of manufacture, or at an approved location as determined by the Engineer, to form geotextile lengths as required. All sewn seams shall be located at a support post. Alternatively, two sections of silt fence can be overlapped, provided the Contractor can demonstrate, to the satisfaction of the Engineer, that the overlap is long enough and that the adjacent fence sections are close enough together to prevent silt laden water from escaping through the fence at the overlap. February 2005 Volume 11— Con strucdon Stormwater Pollution Prevention 4-95 0 The geotextile shall be attached onthe.up-slope side of the posts and support system with staples, wire, or in accordance with the manufacturer's recommendations. The geotextile shall be attached to the posts in a manner that reduces the potential for geotextile tearing at the staples, wire, or other connection device. Silt fence back-up support for the geotextile in the form of a wire or plastic mesh is dependent on the properties of the geotextile selected for use. If wire or plastic back-up mesh is used, the. mesh shall be fastened securely to the up-slope of the posts with the geotextile being up-slope of the mesh back-up support. The geotextile at the bottom of the fence shall be buried in a trench to a minimum depth of 4 inches below the ground surface. The trench shall be backfilled and the soil tamped in place over the buried portion of the geotextile, such that no flow can pass beneath the fence and scouring can not occur. When wire or polymeric back-up support mesh is used, the wire or polymeric mesh shall extend into the trench a minimum of 3 inches. The fence posts shall be placed or driven a minimum of 18 inches. A minimum depth of -12 inches is allowed if topsoil or other soft subgrade soil is not present and a minimum depth of 18 inches cannot be reached. Fence post depths shall be increased by 6 inches if the fence is located on slopes of 3:1 or steeper and the slope is perpendicular to the fence. If required post depths cannot be obtained, the posts shall be adequately secured by bracing or guying to prevent . overturning of the fence due to sediment loading. Silt fences shall be located on contour as much as possible, except at the ends of the fence, where the fence shall be turned uphill such that the silt fence captures the runoff water and prevents water from flowing around the end of the fence. If the fence must cross contours, with the exception of the ends of the fence, gravel check dams placed perpendicular to the back of the fence shall be used to minimize concentrated flow and erosion along the back of the fence. The gravel check dams shall be approximately 1 - foot deep at the back of the fence. It shall be continued perpendicular to the fence at the same elevation until the top of the check dam intercepts the ground surface behind the fence. The gravel check dams shall consist of crushed surfacing base course, gravel backfill for walls, or shoulder ballast. The gravel check dams shall be located every 10 feet along the fence where the fence must cross contours. The slope of the fence line where contours must be crossed shall not be steeper than 3:1. Wood, steel or equivalent posts shall be used Wood posts shall have minimum dimensions of 2 inches by 2 inches by 3 feet minimum length, and shall be free of defects such as knots, splits, or gouges. 4 --WD Volume /l - Construction Stormwater Pollution Prevention February 2005 Steel posts shall consist of either size No. 6 rebar or larger, ASTM A 120 steel pipe with a minimum diameter of 1 -inch, U, T, L, or C shape steel posts with a minimum weight of 1.351bs./ft. or other steel posts having equivalent strength and bending resistance to the post sizes listed. The spacing of the support posts shall be a maximum of 6 feet. Fence back-up support, if used, shallconsist of steel wire with a maximum :mesh spacing of 2 inches, or a prefabricated polymeric mesh. The strength of the wire or polymeric.mesh shall be equivalent to or greater than 180 lbs. grab tensile strength. The polymeric mesh must be as resistant to ultraviolet radiation as the geotextile it supports. • Silt fence installation using the slicing method specification details follow. Refer to Figure 4.20 for slicing method details. The base of both end posts must be at least 2 to 4 inches above the top of the silt fence fabric on the middle posts for ditch checks to drain properly. Use a hand level or string level, if necessary, to mark base points before installation. Install posits 3 to 4 feet apart in critical retention areas and 6 to 7 feet apart in standard applications. Install posts 24 inches deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling posts to support the fabric from upstream water pressure. Install posits with the nipples facing away from -the silt fence fabric. Attach the fabric to each post with three ties, all spaced within the top 8 inches ofthe fabric. Attach each tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch vertically apart. In addition, each tie should be positioned to hang on a post nipple when tightening to prevent sagging. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties. No more than 24 inches of a 36 -inch fabric is allowed above ground level. The rope lock system must be used in all ditch check applications. The installation should be checked and corrected for any deviation before compaction. Use a flat -bladed shovel to tuck fabric deeper into the ground if necessary. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per square inch. Compact the upstream side first and then each side twice for a total of four trips. February 2005 Volume 11— Construction Stonnwater Pollution Prevention 4-97 0 Any damage shall be repaired immediately. Maintenance 0 If concentrated flows are evident uphill of the fence, they must be Standards intercepted and conveyed to a sediment pond. 0 It is important to check the uphill side of the, fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment • 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. • If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced.. Ath" b6de to I O&OWP"t; PLGW-� V" OVA" .Darr sro ro"Darml Av'awwftl it, W No more 9w 240 ol a W fabft Is akm*d obwm WourA OfFable AWCNMOR DEW49* 0 GNOW Fobft at puft WVWOOO& lepiraffebtr- Oft I , eacft"_dWqwAW1* pwOOPMO T -Op" *ftvoachsianapas . W of fts" P" ft*ftd. - ShW Q—V-:d— figure 4.20 - Silt Fence Installation by Slicing Method 4-98 Volume 11 - Construction Stormwater Pollution Prevention February 2005 Jefferson County Building dlMsion Permit Nu r: BLD09-00275 Applicant: BARNETT BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-445 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 Erosion Control - Setback from Beckett Point Road right-of-way is no less than 5 feet. SEE CONDITION 4 & 5 Post Holes Foundation Footing Footing Drains (� -jAPPLICANT APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON XCAVATION. IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON XCAVATION, Foundation Stem Wall Underground Plumbing Straps (hold downs) Ext. Shear Wall Nailing Rough-in Plumbing Framing IO Blocking Wallboard Nailing DrywelllAlt Drainage SEE CONDITION 3 Address Posted Miscellaneous EXCAVATION ARCHAEOLOGICAL MONITORING 6.c� 4-2 FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 0 BUILDING PERMIT 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD09-00275 Received Date: 8/17/2009 SITE ADDRESS: 1064 BECKETT POINT RD Issue Date 12/24/2009 MAIN: PORT TOWNSEND, 98368 Expiration Date 12/24/2010 OWNER: VERNON BARNETT PHONE: 360-385-7515 $172.41 PO BOX 1964 CONST TYPE: 110740 OTHER: PORT TOWNSEND WA 98368 GARAGE: BECKETT POINT FISHERMAN'S CLUB SUBDIVISION: Block: Lot: + PARCEL NUMBER: 932200801 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979 LOREN BISHOP 371 BISHOP HILL RD CHIMACUM WA 98325 Contractor's License BISHOBC093D6 Expires 1/11/2011 PROJECT DESCRIPTION: NEW DETACHED GARAGE - ROW Setback Variance Request and shoreline exemption permit (SDP09-00066) (SFR permit # BLD09-00274). FLOOD DEVELOPMENT PERMIT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW Permit VALUATION 15,347.00 MAIN: CODE EDITION: 2006 ADD'L: OCCUPANCY: 08/17/09 HEAT BASE: OCCUPANCY: $172.41 UNHEATED: CONST TYPE: 110740 OTHER: CONST TYPE: GARAGE: DECK: SEWAGE DISPOSAL: CMY WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Directions to Site: SEE DIRECTION & MAP IN FILE HEAT TYPE: UH HEAT TYPE: # OF STORIES: 572 SHORELINE: SETBACK: BANK HEIGHT: Type Amount Paid Bv: Date: Receipt: Permit $265.25 LYK 08/17/09 110740 State Building Code $4.50 LYK 08/17/09 110740 Plan Check $172.41 LYK 08/17/09 110740 Total: $442.16 HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3 pm the day before inspection is needed. Monday Inspections must be received by 3 pm on Thursday before inspection is needed. Office H ou rs 9: 00 a. m. - 4:30 p. m. HOT LINE AVAILABLE 24 HOURS A DAY CONDITIONS for Building Permit# :BLD09-00275 1.) APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON SITE TO MONITOR AND EVALUATE DURING ANY EXCAVATION, THE ARCHAEOLOGIST IS REQUIRED TO SUBMIT A SHORT REPORT OF THE MONITORING AND RESULTS AFTER THE EXCAVATION IS COMPLETE AND SUBMIT IT TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT (MICHELLE FARFAN) AND DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (GRETCHEN KAEHLER). 2.) 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. 3.) 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 SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 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. 5.) A SILT FENCE SHALL BE INS ED BETWEEN THE GARAGE AND THE TLAND PRIOR TO ANY LAND DISTURBTNG ACTIVITY. APPLICANT/CO NTRACTO SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. 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. 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. I7) 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 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.) 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. 12.) The building height is not to exceed 35 feet. 13.) Setback from Beckett Point Road right-of-way is no less than 20 feet for the single family residence. The detached garage (across the street) shall be no less than 5 feet from Beckett Point Road right-of-way (administrative reduction approved on September 16, 2009) Side setbacks are no less than 5 feet. Rear setback (shoreline) is a minimum of 30 feet from Ordinary High Water Mark and landward of the "Historic Building Setback Line". 14.) Exterior lighting for residential uses shall not exceed twenty feet (20') in heights om the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 15.) 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. 16.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 17.) 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). 18.) 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. 19.) 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). 20.) 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. 21.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 22.) 1) All new construction and sub ial improvements shall be anchored to p flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over -the top or frame ties to ground anchors. Map Output 0 0 Page 1 of 1 ArcIMS HTML Viewer Ma 9;i2.Em�S'P�i34 Legend Selected Featu>as JC Roads .. ............... aToe .'Yi i 1' Boundanas D fecke" Point Rd N .. _ o, __ .._ .. fir[,12,4 9322$kYr2 5 + C2G fi 932241 W W9322001313 22 2 �Ai22 A D/D/31 0322W729 � Qi2$, � 93220 732 t f W321007,36 9,322.010 FOR INFORMATIONAL PURPOSES ONLY - Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 18 07:34:23 2009 http://gisserverlservletleom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009 621 Sheridan St, Port Townsend WA 98368 to 1064 Beckett Point Rd, Port Townsend,... Page 1 of 1 io 0 Directions to 1064 Beckett Point Rd, Port Goosle maps Townsend, WA 98368 7.6 mi - about 18 mins 621 Sheridan St, Port Townsend, WA 98368 1. Head south on Sheridan St toward W Sims Way/WA-20 20 2. Turn right at W Sims Way/WA-20 About 3 mins 3. Turn right at S Jacob Miller Rd 4. Turn left at Discovery Rd About 1 min 5. Turn right at Cape George Rd About 5 mins 6. Slight left to stay on Cape George Rd About 6 mins 7. Turn right at Beckett Point Rd Destination will be on the right About 2 mins 1064 Beckett Point Rd, Port Townsend, WA 98368 __._............ ............. Save trees. Go greeni Download Google Maps cin your phone at google.eom/gmm go 0.1 mi total 0.1 mi go 1.4 mi total 1.5 mi go 453 ft total 1.5 mi go 0.4 mi total 1.9 mi go 2.0 mi total 3.9 mi go 2.8 mi total 6.7 mi go 0.8 mi total 7.6a mi These directions are for planning purposes only. You may find that construction projects, traffic; weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route Map data 02009. Tele Atlas http://maps.google.com/maps?f=d&source=s_d&saddr=621 +SHERIDAN+ST,+PORT+T... 8/18/2009 I r • -h — m X — 0) _0 cn CL 0) C c3 O O. r+ x — _0 (D 01 0) z 0 0 -3 CD —• r+ (D Cc O CD E -s (D — CD 0 O ' —' D CD m -S O_ # O m O C m C7 O LO c.) 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OJ m D m DO C3 Z 7C Cil Cn -1 N N -d O Cil CIO co a m :O n Z 7C m m v E o m H m z Z —I O z -n H m cn m 3 m z cn m r c 00 r- 0 O m cD 0 S S CO CO H D C CD CA r+ Cn -4 cn cn N O O m z "0 Cf) S C 01 CJ r+ O C7 0 CD 3 O CD CD - C.. cn - O m m O O O T Z O -� C O H Co W N N O O N Co CI) D m G7 M cn m CD c cn m O —I m 7C = Cf) m C- c 0- 03 CD m m C.) D - _0 C3 C-3 cn o o 2 H N ■ Z N D r -i Cil ■ Z D -• Z -n O ■ m F-1 N x cn -• m -• r 7 0 3 —I a Z N - ■ co Cf) m r C c z CT D S C Q r+ O C7 C_ m 3 O O cn - C.. cn - CD m m O F-1 T Z -n ,m C H m r Untitled Page 0 r 3eneral/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Role Effective Date Expiration Date Name BISHOP BROTHERS UBI No. 600220326 SECRETARY CONSTRUCTION BISHOP, LORAN E VICE PRESIDENT Phone 3607324102 Status ACTIVE Address 371 BISHOP HILL RD License No. BISHOBC093D6 Name Number License Type CONSTRUCTION Suite/Apt. CONTRACTOR City CHIMACUM Effective Date 3/26/1991 State WA Expiration 1/11/2011 3 Date 639246 Zip 98325 Suspend Date County JEFFERSON Specialty 1 GENERAL Business Type Corporation Specialty 2 UNUSED Parent $6,000.00 1 Company BND153739403/25/1991 03/25/1995 Business Owner Information Name Role Effective Date Expiration Date BISHOP, JAMES L PRESIDENT 03/26/1991 BISHOP, JANICE L SECRETARY 03/26/1991 BISHOP, LORAN E VICE PRESIDENT 03/26/1991 BISHOP, LEE ANNE C TREASURER 01/01/1980 12/04/2001 Bond Information Incuranre Information Page 1 of 2 Insurance Bond Bond Effective Expiration Cancel Impaired Bond Received Bond Company Account Date Date Date Date Amount Date Name Number 4 CBIC 639246 12/14/2001 Until Cancelled $12,000.0012/11/2001 3 CBIC 639246 03/25/199812/14/2001 $6,000.00 2 CBIC 639246 03/25/199503/25/1998 $6,000.00 1 CONTINENTAL BND153739403/25/1991 03/25/1995 $6,000.00 INS CO Incuranre Information Page 1 of 2 Insurance Company Policy Number Effective Expiration Cancel Impaired Amount Received Name Date Date Date Date Date United 17 Specialty Ins OS100950 05/10/200905/10/2010 $1,000,000.0005/08/2009 Co 16 SUA INSURANCE 10FEIAG-000017- 05/10/200805/10/2009 $1,000,000.0005/09/2008 GL01 CO https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 Untitled Page Page 2 of 2 0 0 https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 SUA 15 INSURANCE 10FEIAG000017GL0105/10/2007 05/10/2008 $1,000,000.00 05/18/2007 CO SUA 14 INSURANCE 10FEIAG000101GL0105/10/200705/10/2008 $1,000,000.0005/10/2007 CO PROBUILDERS 13 SPECIALTY LAM5009533 05/10/2006 05/10/2007 $1,000,000.00 05/09/2006 INSURANC 12 U S F INS CO LGBGL2697R1 05/10/200505/10/2006 $1,000,000.0005/09/2005 USF 11 INSURANCE LGBGL26971 05/10/2004 05/10/2005 $1,000,000.00 05/07/2004 CO 10 CBIC INS639246 12/14/2003,05/10/2004 05/10/2004 $600,000.00 04/16/2004 ATLANTIC 9 CASUALTY LO71000442 12/14/200212/14/2003 $1,000,000.0012/11/2002 INS CO 8 WESTPORT INS CO MCP2002663 12/14/200112/14/2002 $1,000,000.00 09/26/2002 7 FULCRUM INS CO CP1061942 10/03/200110/03/2002 03/27/2002 6 ESTPORT INS MCP2002663 12/14/200112/14/2002 12/04/2001 5 HOUSTON GENERALINS 5CMP9429469 12/14/199412/14/1997 HOUSTON 4 GENERALINS 5CMP942946903 12/14/199312/14/1994 CO 3 HOUSTON GENERAL 5CMP942946902 12/14/199212/14/1993 2 HOUSTON GENERAL 5CMP942946901 12/14/199112/14/1992 1 HOUSTON GENERAL 5GLA941150300 12/14/199012/14/1991 https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 I.E� 646f- JEFFERSON COUNTY PERMIT CENTER Cf,(ro APPLICANT: PHONE: SITE ADDRESS: { DATE: HEALTH APPROVAL SEPTLC PERMIT # SEP WATER FOOD SERVICE 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE 4. FOREST PRACTICE APP CLASS 5. PLANNING APPROVAL 6. JCRITICAL AREA REVIEW 7. ZONING 8. HEIGHT 9. LOT COVERAGE 10. ADDRESS 11. FEE 12. CONTRACTOR'S LICENSE 13. ENERGY SHEET 14. BOND HOLDER/LENDER 15. NTT 16. SETBACKS 17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP 18. STORMWATER SITE PLAN 19. D.O.T. ACCESS APPROVAL 20. FIRE FLOW FOR COMMERCIAL STRUCTURES 21. PLAN REVIEW AvLi2 1 OCCUPANCY: 22• TYPE OF CONST: 23• EXPOSURE: 24. WIND: 25. 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