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HomeMy WebLinkAboutSDP1995-00008 Inn at Port Hadlock 310 Hadlock Bay Road Port Hadlock, WA 98339 (360) 385-7030 MEMORANDUM TO: Al-alf, Director, Jefferson County Department of Community Development FR: Alan Cole DT: 19 Sept. 2005 RE: Marina CC: None Al Scalf, Director, "Real Vest Corporation has submitted documentation of the design and cost for improvements to the fire protection system of the Inn at Port Hadlock Marina to the consulting Fire Code Official for Jefferson County pursuant to BLD04-418, Inn at Port Hadlock, 310 Hadlock Bay Drive, Port Hadlock. The fire code official's memorandum dated 26 July 2004 noted the following condition of approval for the above reference building permit: 17. It is the administrative finding that the existing marina does not comply with the fire protection provisions of NFPA 307, which is the national standard for fire protection of docks and piers, minimally accomplished with a fire protection standpipe system, and shore-side water supply via fire hydrant. The applicant is hereby notified that such system is required to be provided for this facility and shall provide the Building Official a proposed compliance schedule for same. Real Vest Corp. wishes to propose bonding the afore-said improvements in lieu of immediate execution of the improvements, in order to allow the company to focus on receiving a Final Certificate of Occupancy for BLD04-418 for the hotel. Please provide Real Vest Corp, through me,-the necessary requirements for bonding of this improvement. The corporation is amenable to a nine [9]month time period for completion of the improvements in order to avoid the winter freezing months. Sincerely, Alan Cole r �� �.. . ... .. . Project Manager . . SEP 2 1 2005 STAN G j� "azt:// .� (rte / -"l ' r . -1 i va a 1 LD i I/e_ I AL- . . i v veldWer114 lriftilliiiiiiitair imwr Mall C i / z_-. 6" I i i 1 ,Idc_ -4: i tts,,, A. I .„ c3Y3(00 -3i- oy Los- , Is 1 v @ 14,ww,)( Fl---. 14-6‘ 16--(IIL O g �i a 'os � CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 901014007 Printed: September 13, 2005 Review Type Status Planner Gases Name F BLD90-00356 VILLA MARINA PARTNERS LP Application Received: 5/25/1990 Permit Issued/Case closed: 5/25/1990 Case Finaled: addition of dining room and banquet room No findings, conditions, or permissions found. BLD91-00398 VILLA MARINA PARTNERS LP Application Received: 6/18/1991 Permit Issued/Case closed: 6/18/1991 Case Finaled: kitchen remodel No findings, conditions, or permissions found. BLD02-00716 PORT HADLOCK/K S C LLC F Application Received: 12/9/2002 Permit Issued/Case closed: 12/12/2002 Case Finaled: 6/25/2003 CHANGE SPIRAL S 7A1HUASE I 0 REGULAR STAIRS AND COVERING FLOORS No findings, conditions, or permissions found. BLD03-00044 PORT HADLOCK/K S C LLC F Application Received: 1/22/2003 Permit Issued/Case closed: 3/6/2003 Case Finaled: 5/14/2004 CONVERT SHOP TO CONI-EHENCE ROOM 1.) SPECIAL INSPECTION REQUIRED INSPECTION FOR WELDINOR EPDXY.G REQUIRED.all the Call thellding bu ldingtline at hotline 360-379-4455 tion. at 360 379 4455 to schedule the 2.) SPECIAL inspection. BLD03-00119 PORT HADLOCK/K S C LLC F Application Received: 2/28/2003 Permit Issued/Case closed: 3/20/2003 Case Finaled: 7/28/2003 REMODEL ROOM 229 No findings, conditions, or permissions found. BLD03-00356 PORT HADLOCK/K S C LLC F Application Received: 6/10/2003 Permit Issued/Case closed: 6/10/2003 Case Finaled: 7/15/2003 PROPANE TANK INSTALLA I ION No findings, conditions, or permissions found. BLD03-00362 PORT HADLOCK/K S C LLC F Application Received: 6/12/2003 Permit Issued/Case closed: 6/12/2003 Case Finaled: 12/4/2003 ABOVE GROUND PROPANE TANK INSTALLATION , EXTERIOR PIPING AND ZERO CLEARANCE FIREPLACE. No findings, conditions, or permissions found. BLD03-00772 PORT HADLOCK/K S C LLC F Application Received: 12/9/2003 Permit Issued/Case closed: 12/29/2003 Case Finaled: 4/1/2004 CHANGE EXISTING INTERIOR HOOF LINE - NO MLA REQ 1.) This permit is being approved for issuance with the stipulation that another permit will be applied for to construct the room(s) that will be taking up this space that has been created above the banquet room. THIS PERMIT WILL NOT BE FINALLED UNTIL THE APPLICATION FOR THE ROOM CONSTRUCTION ABOVE THE BANQUET ROOM IS SUBMITTED and FEES PAID FOR NEW HEATED HABITABLE SPACE. BLD03-00783 PORT HADLOCK/K S C LLC F Application Received: 12/16/2003 Permit Issued/Case closed: 12/16/2003 Case Finaled: 12/19/2003 PROPANE LINE INS I-ALLA I ION No findings, conditions, or permissions found. BLD03-00801 PORT HADLOCK/K S C LLC I F Application Received: 12/23/2003 Permit Issued/Case closed: 1/21/2004 Case Finaled: 3/25/2005 CONVERT STORAGE ROOM I U EXERCISE ROOM - NO MLA REO No findings, conditions, or permissions found. BLD03-00803 PORT HADLOCK/K S C LLC I F Application Received: 12/29/2003 Permit Issued/Case closed: 1/21/2004 Case Finaled: 5/17/2004 CHANGING EXISTING ROOF LINE INTERIOR OVER DINING AREA- NO MLA REQ No findings, conditions, or permissions found. Page 1 of 12 Cases Name Review Type Status Planner BLD04-00006 PORT HADLOCK/K S C LLC I F Application Received: 1/6/2004 Permit Issued/Case closed: 2/19/2004 Case Finaled: 5/17/2004 INSTALL CEILING OVER KI I CHIN COOK AREA- NO MLA REQ No findings, conditions, or permissions found. BLD04-00134 PORT HADLOCK/K S C LLC I F Application Received: 3/3/2004 Permit Issued/Case closed: 3/12/2004 Case Finaled: 3/30/2004 ELEVATOR PIT - NO MLA HEQ'U No findings, conditions, or permissions found. BLD04-00167 PORT HADLOCK/K S C LLC I F Application Received: 3/17/2004 Permit Issued/Case closed: 3/26/2004 Case Finaled: 3/25/2005 ELEVATOR SHAFT 1 S I -4TH 1-LR - NO MLA REQ No findings, conditions, or permissions found. BLD04-00271 PORT HADLOCK/K S C LLC I F Application Received: 4/23/2004 Permit Issued/Case closed: 7/9/2004 Case Finaled: 7/11/2005 FIRE ALARM - NO MLA REQ No findings, conditions, or permissions found. BLD04-00319 PORT HADLOCK/K S C LLC I A Application Received: 5/17/2004 Permit Issued/Case closed: 6/17/2004 Case Finaled: FIRE SPRINKLER SYS I EM - NO MLA REQ No findings, conditions, or permissions found. BLD86-00013 HANSEN F Application Received: 4/16/1991 Permit Issued/Case closed: 4/23/1986 Case Finaled: hotel and restaurant: commercial alteration No findings, conditions, or permissions found. BLD91-00124 PORT HADLOCK INN F Application Received: 3/12/1991 Permit Issued/Case closed: 3/12/1991 Case Finaled: install 500 gallon propane tank No findings, conditions, or permissions found. BLD95-00044 PORT HADLOCK INN F Application Received: 2/6/1995 Permit Issued/Case closed: 2/6/1995 Case Finaled: 2/22/1995 Plumbing for auxiliary kitchen--banquet rm No findings, conditions, or permissions found. BLD96-00586 VIJAY CORPORATION F Application Received: 9/23/1996 Permit Issued/Case closed: 9/23/1996 Case Finaled: 9/22/1998 insulate and sheetrock, unheated No findings, conditions, or permissions found. BLD96-00660 ASHOK, INC F Application Received: 10/21/1996 Permit Issued/Case closed: 12/23/1996 Case Finaled: 1/22/1997 new meeting room in existing building and insulate banquet room: MAXIMUM OCCUPANCY 37 No findings, conditions, or permissions found. BLD96-00725 ASHOK, INC F Application Received: 11/21/1996 Permit Issued/Case closed: 11/22/1996 Case Finaled: 3/4/1998 plumbing No findings, conditions, or permissions found. BLD96-00756 ASHOK, INC F Application Received: 12/6/1996 Permit Issued/Case closed: 12/9/1996 Case Finaled: 10/30/1997 CHANGE OF USE TO OH-ICE No findings, conditions, or permissions found. BLD97-00050 ASHOK INC C Application Received: 1/28/1997 Permit Issued/Case closed: 1/29/1997 Case Finaled: FINISH ROOM IN EXISTING COMMERCIAL BUILDING No findings, conditions, or permissions found. COM96-00022 THE OLD ALCOHOL PLANT F Application Received: 9/18/1996 Permit Issued/Case closed: Case Finaled: 4/28/1998 Construction of meeting room without valid building permit. No findings, conditions, or permissions found. Page 2 of 12 Cases Name Review Type Status Planner PRE98-00025 PORT HADLOCK MARINA C L MARK Application Received: 6/17/1998 Permit Issued/Case closed: 6/22/1998 Case Finaled: expand existing marina and move breakwater northward to protect entire marina To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 62 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Revision 5/23/97:extend the most waterward fingers 10' and move one other finger shoreward (see attached drawing). No findings, conditions, or permissions found. PORT HADLOCK/KSC LLC M M FARFAN PRE99-00035 Application Received: 8/6/1999 Permit Issued/Case closed: 9/2/1999 Case Finaled: To provide assisted living (care-giving) in a safe, clean and comfortable surrounding. In addition to assisted living,we would offer Independent Living which is designed for those retirees who are active and self-sufficient. We would also offer a wellness program for individuals recovering from major surgery such as cancer ,etc. No findings,conditions, or permissions found. KCS/HADLOCK, LTD. A SDP95-00008 Application Received: 9/12/1995 Permit Issued/Case closed: 5/23/1997 Case Finaled: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 62 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Revision 5/23/97:extend the most waterward fingers 10' and move one other finger shoreward (see attached drawing). No findings, conditions, or permissions found. PORT HADLOCK/K S C LLC F SEP81-00046 Application Received: 7/13/1981 Permit Issued/Case closed: 7/24/1981 Case Finaled: 11/17/1981 No findings, conditions, or permissions found. PORT HADLOCK/K S C LLC F SEP96-00354 Application Received: 11/22/1996 Permit Issued/Case closed: 12/27/1996 Case Finaled: 10/6/1997 1.) Asphaultic emulsion or equivalent required on septic tank and/or pump chamber. 2.) Risers to grade with secured lids shall be located over all compartments. All access ports intended to be used a pump-out sites shall be fitted with an impervious pad that slopes towards the access so that any spillage or washdown drains back into the holding tank. 3.) All pumping and related service must be performed by a Jefferson County licensed septic system pumper. 4.) A high water float with an audio visual alarm shall be provided.The alarm shall be located within view of the holding tank in a watertight enclosure and approved by the State Electrical Inspector. 5.) Prior to final approval, the applicant shall submit to the Health Dept. written documentation of a service contract with a licensed pumper. 6.) Permit holder shall maintain and keep operational records which include pumping intervals, sewage volume, disposal site, service and repair records. These records shall be made available to an authorized representative of the Jefferson County Health Dept. upon request. 7.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. Protective barriers are required around tank. 8.) Any portion of transport line under a driven way is to be double cased or equivalent.Transport line to be double cased where within 100' of surface water/shoreline. 9.) Pump test to be completed from marina pumpout station prior to final approval. C M FARFAN ZON99-00006 ASHOK, INC Application Received: 3/2/1999 Permit Issued/Case closed: Case Finaled: Sign application. No findings, conditions, or permissions found. COM02-00036 PORT HADLOCK/K S C LLC F Application Received: 6/10/2002 Permit Issued/Case closed: Case Finaled: 3/26/2003 Construction of additional bathrooms without valid permits. No findings, conditions, or permissions found. EXM00-00022 PORT HADLOCK/K S C LLC W M FARFAN Application Received: 7/6/2000 Permit Issued/Case closed: 1/26/2001 Case Finaled: 1/26/2001 Boundary line.adjustment— No findings, conditions, or permissions found. Page 3 of 12 • Review Type Status Planner Cases Name F J SMITH LPA92-00008 ALEXANDER &VENTURA Application Received: 10/9/1992 Permit Issued/Case closed: 10/18/1993 Case Finaled: 11/27/1996 A mixed use residential, recreational and commercial development; renovation of the west wing to create 8 residential artist studio condominiums, a restaurant, recreation center with swimming pool, demolition of the east wing of the Alcohol Plant, construction LOTS, INCLUDINGfamily MF TRACT FOR FUTURE DEVELOPMENTcondominiums, include open space. PHASE 1 25 No findings, conditions, or permissions found. PORT HADLOCK KSC LLC A J SMITH SDP92-00015 Application Received: 5/8/1997 Permit Issued/Case closed: 9/3/2002 Case Finaled: Revision to substantial development permit issued October 9, 1992. 1.) The conditions listed in the original shoreline substantial development permit issued October 18, 1993. 2.) The SEPA mitiation measures of the Final Modified Mitigated Determination of Non-Significance issued June 8, 1993. 3.) Prior to construction, the applicant shall prepare final covenants to protect native plant species within the buffer zones. The covenants shall be reviewed and approved prior to construction. 4.) The applicant shall construct a boardwalk of timber and stone for simultaneous protection and view access to wetland areas. The boardwalk design will feature 'nodes of interest'that will provide interpretative graphics and language to explain the ecological characteristics of the tidal lands,the riparian wetlands and the marine estuaries. Prior to construction, the applicant shall submit design plans to the County for State Department of Ecology review and approval.The plans shall include interpretative signage regarding wetland functions and values. 5.) The applicant shall continue design discussions regarding clarifying areas for riparian plantings relative to open space and recreational areas.These designs will illustrate the waterfront north of the main structures near the beach.The design for riparian plantings shall be reviewed and approved before commencement of planting. 6.) The applicant shall prepare a plan for the placement of discrete, durable signage in the buffer areas that will serve as physical reminders of the restrictions on disruption to shoreline vegetation. 7.) The shoreline area shall be developed in accordance with the approved Shoreline and Landscaping Plan. The riparian bluff lands that separate the Villas by the Sea from the tidal beach will be protected as much as possible. 8.) The placement of structures on the remaining Villas by the Sea bluff lots will be restricted such that the southerly line of vegetation will be the setback line for structures, including decks, wherever reasonably possible. 9.) The Conditions, Covenants, and Restrictions for the plat of Villas by the Sea shall be amended to incorporate the above setback restriction. 10.) To facilitate implementation of the approved revised plan, the applicant shall make application to Jefferson County for vacation of lots 1 through 5 and lot 25 of the Plat of Villas by the Sea. 11.) Prior to final approval,the applicant shall prepare a site plan that is consistent with the requirements of Chapter 18.40.050 of the Jefferson County Code.The final site plan shall be formatted in such a manner that upon its recording it will be a Binding Site Plan with sufficient detail to give effect to the plan as submitted. 12.) Provisions of the Shoreline Plan developed in conjunction with the revision of SDP92-0015 shall be an integral part of and conditioning for future shoreline permitting related to Lands End. SUB01-00005 MLA01-00264 PORT HADLOCK/K S C LLC I W M FARFAN Application Received: 5/17/2001 Permit Issued/Case closed: 6/20/2001 Case Finaled: Boundary Line Adjustment-- 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 31, 2001 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: wetlands, SUSC aquifer recharge area,flood, seismic, eagle, natural shoreline designation. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(6)(a). 6.) This approval is for a boundary line adjustment only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 7.) The proposal complies with UDC Section 7.2.1.a(2) in that this is to realign the boundary two parcels and correct legal description for the adjoining lot. 8.) Consistent with UDC Section 7.2.1.b.(1),the proposal will not create an additional lot, tract, or parcel. 9.) Consistent with UDC Section 7.2.1.b(2), the proposal is not within a binding site plan. Page 4 of 12 Cases Name Review Type Status Planner 10.) Consistent with UDC Section 7.2.1.b(3), the proposal will not relocate an entire lot, tract, or parcel. 11.) Consistent with UDC Section 7.2.1.b.(4),the proposal is not inconsistent with the conditions of approval or any restrictions related to the recorded subdivision, circumvent the short subdivision process or long subdivision procedures, as the parcels involved in the boundary line adjustment are acreage parcels and have not been subdivided. 12.) Consistent with UDC Azection 7.2.3.c, the surveyor shall be responsible for making additions/corrections to the "redline" (attached) of the survey. A mylar of the survey shall be submitted to this department for final review and departmental signatures. If the Statement of Intent is to be used, it will need to be submitted with the mylar, otherwise applicants signatures shall appear on the face of the mylar. 13.) The parcels have been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. BLD02-00498 MLA02-00447 CHRISTENSEN I F K RUSSELL Application Received: 8/27/2002 Permit Issued/Case closed: 10/9/2002 Case Finaled: 7/2/2003 CONVERT STORAGE 1013A I l-IHOOM No findings, conditions, or permissions found. PRJ02-00139 MLA02-00447 HERRINGTON Application Received: 8/29/2002 Permit Issued/Case closed: Case Finaled: To convert current storage shed into unisex toilet facilities. This proposal is exempt from the State Environmental Policy Act (SEPA) per WAC 197-11-800(2)(e). In addition is is classified as an exemption per Section 3.402(6) of the Jefferson County Shoreline Master Program. No findings, conditions, or permissions found. I F K RUSSELL SDP02-00042 MLA02-00447 HERRINGTON Application Received: 8/23/2002 Permit Issued/Case closed: 9/20/2002 Case Finaled: To convert current storage shed into unisex toilet facilities. Thispropos- iT s exempt from the State Environmental Policy Act(SEPA) per WAC 197-11-800(2)(e). In addition is is classified as an exemption per Section 3.402(6) of the Jefferson County Shoreline Master Program. 1.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the property DOES NOT contain Environmentally Sensitive Areas. However,future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 2.) The applicant is to convert a storage building to a bathroom facility. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal to adhere to Best Management Practices to control sedimentation and erosion on the property. 3.) 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. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(2)(e). 5.) The site plan as submitted with the Shoreline application on 8/22/02 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 9/20/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.(6) and is consequently exempt from the substantial development permit (SDP) requirements. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 7.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 8.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 9.) All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. 10.) The applicant has recorded a public access easement per the original shoreline permit (SDP95-00008). The easement was recorded with the Jefferson County Auditors Office on 9/20/02. The intent of the document is to provide public access. BLD02-00683 MLA02-00592 PORT HADLOCK/K S C LLC I F K RUSSELL Application Received: 11/15/2002 Permit Issued/Case closed: 12/13/2002 Case Finaled: 5/30/2003 INTERIOR REMODEL 1.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the property DOES NOT contain Environmentally Sensitive Areas. However,future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. Page 5 of 12 Cases • Name Review Type Status Planner 2.) The proposal is to remodel an interior portion of the existing building. The portion of the building is located outside of shoreline jurisdiction. 3.) The proposal will not be conducting new land disturbing activities, or expanding the building square footage. 4.) The applicant is not proposing to create or add impervious surface or conduct any new land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion on the subject property. 5.) 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. 6.) The site plan as submitted with the building application on 11/15/02 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department site tlan dated 11/25/02 shallmunity bepesubm ment. Any fo�drevetions, w and changes, and/or additions to the stamped, approvedp approval by Jefferson County Department of Community Development. 7.) This approval is for an interior remodel only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, concrete, driveways, etc. 9.) The building height is not to exceed 35 feet. BLD03-00003 MLA03-00001 PORT HADLOCK/K S C LLC I F K RUSSELL Application Received: 1/2/2003 Permit Issued/Case closed: 2/7/2003 Case Finaled: 10/8/2003 CONVERT LOUNGE 10 2 BEDROOM HOTEL UNIT 1.) The proposal is to convert an existing lounge to a two bedroom hotel unit. No new impervious surface will be created. In addition, the room conversion is a less intensive use and additional parking, etc. will not be required. 2.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 3.) The proposal will consist of an interior remodel. No new impervious surface will be created. 4.) The applicant is not proposing to create or add new impervious surfaces or conduct new land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal to adhere to Best Management Practices if there is any land disturbing activity. 5.) 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. 6.) The site plan as submitted with the remodel application on January 2, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated January 13, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) This approval is for an interior remodel only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) The building height is not to exceed 35 feet. 9.) No new structures are being proposed and therefore lot line setbacks for new development do not apply. 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. BLD03-00198 MLA03-00156 PORT HADLOCK/K S C LLC I F J SMITH Application Received: 3/28/2003 Permit Issued/Case closed: 4/30/2003 Case Finaled: 3/2/2004 CONVERT YACHT CLUB 10 HOTEL ROOM 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 7, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Urban Shoreline Designation; Type 1 Marine Waters; Shoreline Flood Zone; and Coastal Seswater Intrusion Protection Zone. Page 6 of 12 Cases Name Review Type Status Planner 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 4.) 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. 5.) The applicant is proposing to create or add zero square feet of impervious surface and zero square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a calculation sheet. 6.) 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. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 8.) This approval is for a conversion of existing space (Yacht Club)to Hotel Room only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 9.) The site plan as submitted with the building permit application on March 28, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated March 28, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) The parcel is a legal non-conforming lot That is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 11.) The application under UDC Section 4.26(5) Non-Conforming Legal Structures qualifies as a structure that is altered, modified or remodeled without changing the overall building square footage. 12.) The applicant shall provide one (1) parking space per hotel guest room plus one (1) per employee. 13.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet (30') in height from the finished grade. 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. 14.) 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. BLD03-00488 MLA03-00442 PORT HADLOCK/K S C LLC I W K RUSSELL Application Received: 8/4/2003 Permit Issued/Case closed: Case Finaled: CONVERT PUBLIC BA I HHOUMS TO HOTEL ROOM 1.) This proposal is to convert an existing marina bathroom, shower facility to a hotel room. No additional impervious surface will be added and the proposal will not expand beyond the existing footprint. 2.) The proposed conversion is located more than 200-feet from the Ordinary High Water Mark (OHWM) of the shoreline and will not be subject to shoreline review. 3.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. 4.) The applicant is not proposing to create or add impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal follow the Small Parcel Stormwater Plan (see attached) 5.) 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. Page 7 of 12 Cases Name Review Type Status Planner 6.) The site plan as submitted with the building application on 9/4/03 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 9/25/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) This approval is for the change of an existing restroom facility to a hotel room only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) The building height is not to exceed 35 feet. 9.) The proposed remodel will remove one bathroom and add one bedroom. The existing parking is adequate for the one additional room. No new landscaping will be required. BLD04-00418 MLA04-00374 PORT HADLOCK/K S C LLC I R S HOSKINS Application Received: 6/24/2004 Permit Issued/Case closed: 9/2/2004 Case Finaled: INTERIOR EXPANSION AND COMMERCIAL ADDITION AND ELEVA I OR 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 30, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Coastal Seawater Intrusion Protection Zone (SIPZ) and Urban shoreline designation. 2.) This parcel is a legal nonconforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 3.) All commercial development shall be setback at least fifteen (15) feet from the ordinary high water mark except those portions of water-dependent uses which require water access or a shoreline location, or as provided in Section 4.106(3), Port Townsend Urban Waterfront Special District. 4.) The hotel use is a legal nonconforming use subject to Unified Development Code Section 4.26.2.b(1) which allows a structure housing a legal nonconforming use to be enlarged and/or expanded if the structure (in its enlarged or expanded state) meets all applicable bulk, dimensional and lot coverage requirements for the land use district in which the use is located. Expansion of the structures housing legal existing nonconforming uses up to 10% of the existing bulding size, or 200 square feet, whichever is greater, shall be subject to a Type I administrative approval process. This proposal is to expand the existing hotel footprint of 24,192 sqare feet by 1,620 square feet. The expansion constitutes a 6.7% increase. The proposal is consistent with UDC Section 4.26.2.b(1). 5.) This proposal is not subject to the voluntary and mandatory actions identified in UDC Section 3.6.5.d(9)iii as the structure is existing and proof of potable water is not required for this application. 6.) Per UDC Section 4.26.6, unless specifically provided otherwise, any nonconforming structure or use under the jurisdiction of the Shoreline Master Program shall be subject to the nonconforming use provisions in WAC 173-27-080. Per the Shoreline Master Program for Jefferson County and Port Townsend, Washington adopted March 7, 1989, shoreline jurisdiction includes lands located within 200 feet of Ordinary High Water Mark (OHWM). While a portion of the hotel structure is within shoreline jurisdiction, the proposed addition is located outside of shoreline jurisdiction and is not subject to the Shoreline Master Program. The proposal is consistent with this standard. 7.) Per UDC Section 4.26.8, no structures or obstructions of any kind or nature whatsoever constituting a nonconforming use shall be rebuilt, repaired, or replaced where such repairing, rebuilding, or replacement constitutes an airport hazard. This structure and the proposed expansion are not airport hazards. The proposal is consistent with this criteria. 8.) Should a legal existing nonconforming use of a property or structure be discontinued for more than two (2)years, the use of the property and structure shall be deemed abandoned and shall conform to a use permitted in the land use classification in which it is located, unless the property owner demonstrates through property maintenance a bona fide intention to sell or lease the property. If the property is adequately maintained, the property shall not be deemed abandoned and be allowed to remain vacant for up to three (3) years. 9.) As this application proposes expansion of a structure housing an existing legal nonconforming use,the criteria and standards identified under UDC Section 4.26 numbers 1, 2.a, 2.b(2), 3, 4, 5, and 7 are not applicable to this proposal. The proposal is consistent with UDC Section 4.26. 10.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(iii). 11.) The applicant is proposing to create or add no net new impervious surface and 64 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution Prevention) of the Department of Ecology 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. 12.) 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. 13.) The building height is not to exceed 35 feet. Page 8 of 12 Cases Name Review Type Status Planner 14.) No new impervious surface is allowed on this parcel under this application. 15.) Maximum lot coverage in the Rural Residential land use designation is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. The existing impervious surface covers 64% of the site. No new impervious surface is allowed on this parcel under this application. Subject to condition, the proposal is consistent with this criteria. 16.) "Screen-A" landscaping is a "full screen"that functions as a visual barrier. This landscaping is typically found between residential and non-residential areas. "Screen-A" landscaping shall at a minimum consist of a mix of primarily evergreen trees and shrubs generally interspersed to form a continuous year-round screen that grows to at least eight (8)feet in height within two (2) growing seasons. "Screen-C" landscaping is a"see-through screen"that functions as a partial visual separator to soften the appearance of parking areas and building elevations. This landscaping is typically found along road frontage or between multiple-family developments. "Screen-C" landscaping shall at a minimum consist of a mix of evergreen and deciduous trees or shrubs generally interspersed to create a continuous canopy. 17.) The applicant shall comply with the submitted landscaping plan dated July 6, 2004. 18.) Parking shall be provided determined by the calculation of one parking space per guest room plus one per employee for the hotel. Additional parking shall be provided for physically handicapped needs at a rate of not less than 2% of the total number of parking spaces, or a minimum of one parking space. A worksheet outlining the parking available to each use on the parcel has been provided by the applicant. The site plan and worksheet identify a total of 151 parking spaces of which four are provided for physically handicapped needs to service the restaurant, the hotel and the marina. 19.) Fifteen (15) feet of Screen-A landscaping shall be included in all commercial, industrial, or small-scale recreational and tourist development along any portion adjacent to a residential use or district. An average width of ten (10)feet of Screen-C landscaping shall be provided along Hadlock Bay Rd. The Administrator has determined the proposed landscaping plan is sufficient for the proposed expansion. 20.) Potable water is provided by Jefferson County PUD #1. 21.) Hadlock Bay Rd is a county local access road identified as C654109. The road approach is existing, and an address of 310 Hadlock Bay Rd has been assigned to the parcel. 22.) The site plan as submitted with the building application on June 24, 2004 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 1, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 23.) This approval is for an interior expansion and commercial addition only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 24.) An average width of ten (10) feet of Screen-C landscaping shall be provided along Hadlock Bay Rd. 25.) Fifteen (15)feet of Screen-A landscaping shall be included in all commercial, industrial, or small-scale recreational and tourist development along any portion adjacent to a residential use or district. 26.) Minimum setback from Hadlock Bay Rd is 20 feet. Minimum side setbacks are 5 feet. Minimum shoreline setback is 15 feet. 27.) The applicant and/or representative shall contact the Development Review Division of the Permit Center (360-379-4463) regarding a final inspection for compliance of zoning permit conditions prior to scheduling a final building inspection. 28.) The recommendations outlined in the report submitted by Cal Ek Engineering dated July 11, 2004 shall be followed. The evaluation of the weekly flow data during the peak season shall be submitted to the Department of Health. 29.) The repairs and modifications of the LOSS as indicated in the repair specifications prepared by Tillman Engineering dated February, 2003 and approved by WDOH on March 3, 2003 shall be completed and inspected by the Department of Health. 30.) WA STATE L&I MUST INSPECT ASPECTS OF ELEVATOR REQUIRED TO BE INSPECTED BY THEM BEFORE JEFFERSON COUNTY BUILDING DEPARTMENT WILL ATTEMPT FINAL INSPECTION. SDP04-00039 MLA04-00496 PORT HADLOCK/K S C LLC I F G BALLARD Application Received: 8/16/2004 Permit Issued/Case closed: 8/18/2004 Case Finaled: Shoreline Exemption - o rep aha single pile and stringer section associated with an existing dock. 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 18, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Fish and Wildlife Habitat Areas (over marine waters) and stormwater. 2.) Issues related to over-water development activities (including materials, methods, timing, etc.) will be addressed by the WA State Department of Fish and Wildlife HPA and/or Corp of Engineers Permit. 3.) 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. Page 9 of 12 Cases Name Review Type Status Planner 4.) Prior to commencing development activity, proponent is responsible for informing the Washington Department of Fish and Wildlife (WDFW) in order for WDFW to determine whether this action is subject to the Washington State Hydraulic Code (Chapter 220-10 WAC). Hydraulic Project Approval (HPA) is required for all hydraulic projects, which are defined as construction or performance of other work that will use, divert, obstruct, or change the natural flow or bed of any of the salt or fresh waters of the state. 5.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 6.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800((3) - Repair and Maintenance Activities. 8.) The site plan as submitted with the shoreline exemption application (SDP 04-39) on has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 18, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for the replacement of a single pile and stringer section associated with an existing dock only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 10.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.(6) and is consequently exempt from the substantial development permit (SDP) requirements. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 11.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 12.) Construction shall be in substantial compliance with the site plan submitted on August 13, 2004 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 13.) The development shall be essentially the same as the original in location, size, configuration, and external appearance. 14.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 15.) All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. BLD05-00493 MLA05-00459 PORT HADLOCK/K S C LLC I A M FARFAN Application Received: 7/26/2005 Permit Issued/Case closed: 9/13/2005 Case Finaled: 9/13/2005 STORAGE BUILDING - UNHEAI ED- NO PLUMBING 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 29, 2005 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Coastal Seawater Intrusion Protection Zone (SIPZ) and Urban shoreline designation. 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells).The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 4.) 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. Page 10 of 12 Cases Name Review Type Status Planner 5.) 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. 6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 7.) 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. 8.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 9.) The applicant is proposing to construct the 600 square foot unheated storage building on an existing impervious surface. No new net increase in impervious surface is proposed. 10.) 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. 11.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(iii). 12.) The site plan as submitted with the building permit application on July 26, 2005 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 29, 2005 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for an unheated/no plumbing storage shed only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 14.) The building height is not to exceed 70 feet. 15.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet (30') in height from the finished grade. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 16.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 17.) Commercial and industrial developments located in all zoning districts shall screen from areas frequented by the general public, all materials stored outside buildings or structures which are not for display or immediate sale. Areas frequented by the general public shall be defined as public streets and rights-of-way, and other areas normally used by the general public located adjacent to the subject property. 18.) Minimum setback from Hadlock Bay Road right-of-way shall be 20 feet. Minimum west property line setback shall be 5 feet. Minimum east property line setback shall be 10 feet. Minimum south property line setback shall be 10 feet. Minimum setback from shoreline shall be 15 feet. 19.) 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. 20.) The applicant and/or representative shall contact the Development Review Division of the Permit Center (360-379-4450) regarding a final inspection for compliance of zoning permit conditions prior to scheduling a final building inspection. 21.) All commercial development shall be setback at least fifteen (15)feet from the ordinary high water mark except those portions of water-dependent uses which require water access or a shoreline location, or as provided in Section 4.106(3), Port Townsend Urban Waterfront Special District. Page 11 of 12 Cases Name Review Type Status Planner 22.) Potable water is provided by Jefferson County PUD #1. 23.) No new impervious surface is allowed on this parcel under this application. PRE01-00037 SWANSON M J PETERS Application Received: 5/23/2001 Permit Issued/Case closed: 6/7/2001 Case Finaled: Discover any(if any) concerns or issues, past history of the Port Hadlock Marina. Intent is to operate (acquire) Port Hadlock Marina and some upland area. The Motel is not part of this project. Eventual applications may include office, restrooms, etc. No findings, conditions, or permissions found. PRE02-00049 PORT HADLOCK/K S C LLC M R KLINE Application Received: 12/24/2002 Permit Issued/Case closed: 9/16/2003 Case Finaled: Master Planned Resort No findings, conditions, or permissions found. PRE04-00011 PORT HADLOCK/K S C LLC C M FARFAN Application Received: 3/30/2004 Permit Issued/Case closed: Case Finaled: Short Subdivision. No findings, conditions, or permissions found. SEP84-00151 PORT HADLOCK/K S C LLC N Application Received: 7/25/1984 Permit Issued/Case closed: Case Finaled: THIS IS NOT A PERMIT!!- INVESTIGATIONAL INFORMATION REGARDING STATE PERMITTED LOSS. SENT TO ARCHIVES 6/20/03 PRB No findings, conditions, or permissions found. Page 12 of 12 • cam P c3o .t.-1 t S �S \,) tx°' ‘) #3 AL- ck.At L.A4540:5). ye,c, RaZ ,3 r `g :i I i_ , 4 i. 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Tue Sep 13 14:14:18 2005 http://gisserver/servlet/com.esri.e srimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=... 9/13/2005 rnki, kINO JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Part Townsend. WA 98368 Al Scalf, Director FAX TRANSMITTAL Date: October 7, 2005 Total Pages: 22 To: Alan Cole Phone: (360) 606-0915 Fax: (360) 385-6955 From: Stacie Hoskins Phone: 360-379-4463 Development Services Manager, Jefferson County Fax: 360-379-4473 Department of Community Development Email: shoskins@co.jefferson.wa.us Subject: Shoreline Exemption application forms and information sheets Comments: Attached are the application forms and information sheets for the Complete the Master Permit Application form{and JARP) A, and) shoreline exemption. p return original copies with original signatures with a check in the amount of $294.00 for shoreline review. Please contact Greg Ballard at (360) 379-4492 with any questions regarding the shoreline exemption. Contact Stan Southworth at (360) 379-4467 regarding the bonding for improvements. Building Permits/Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 , • , sliz,. .---ut Nit 42 ? (i, oc ,--..--- €),{),11,_ f.„-1,70/s1 JEFFERSON COUNTY v� I DEPARTMENT OF COMMUNITY DEVELOPMENT 4.21111'S' , a�• 621 Sheridan Street • Port Townsend •Washington 98368 IT-I'`gSNC,� 360/379-4450 • 800/831-2678 • 360/379-4451 Fax www.co.jefferson.wa.us/commdeveloment Shoreline Substantial Development Permit (SDP), SDP Exemption, Shoreline Conditional Use and Shoreline Variance The shoreline permit application information and instruction material is designed to help you understand the basics of how freshwater and saltwater "shorelines" (as defined below) are regulated in Jefferson County and the steps for acquiring shoreline permits o or-peffnitexemptions for activity within shoreline jurisdiction. Familiarizing yourself with this information before applying will facilitate a timely and well-informed decision on your application. In most cases, you will need to complete, sign and submit the Pre-Application Conference request form first. Department of Community Development (Department) staff will provide you the Master Permit Application (MPA), Joint Aquatic Resources Permit Application (JARPA), and other required application materials at the Pre-Application Conference and explain in greater detail the shoreline review process for your proposal. The project planner will assist you throughout the process and remain your County point of contact for information regarding the status of your shoreline, Building, and other related permits. About Shoreline Permits The goal of the Washington State Shoreline Management Act (SMA) of 1971 is "to prevent the inherent harm in an uncoordinated and piecemeal development of the state's shorelines" (RCW 90.58.020). The SMA and Section 5 of the Jefferson County Unified Development Code (UDC)—the Jefferson County Shoreline Master Program (SMP)—regulate use and development along the shorelines of Jefferson County. Shoreline jurisdiction (a.k.a., shorelines) includes all marine waters, streams with a mean annual flow greater than 20 cubic feet per second, lakes larger than 20 acres, and upland areas called "shorelands" 200 feet landward from the edge ("ordinary high water mark" or"floodway,"whichever is greater) of these waters. In addition, shoreline jurisdiction includes wetlands and river deltas hydrologically associated with the above-defined waters, and all wetlands within the 100-year floodplain. See SMP Appendix A for a list of jurisdictional lakes, rivers, and creeks in Jefferson County. Any person who wishes to undertake "substantial development" within shoreline jurisdiction must first apply for a Substantial Development Permit (SDP). Development is defined as "a use consisting of the construction or exterior alteration of structures; dredging; drilling; dumping; filing; removal of any sand, gravel, or minerals; bulkheading; driving of piling; placing of obstructions; or any project of a permanent or temporary nature which interferes with the normal public use of the surface of the waters overlying lands subject to the act at any stage of water level" (WAC 173-27-030(6)). Examples of development regulated under the SMP include the construction or installation of houses, gazebos, decks, docks, stairs, fences, stormwater tightlines, bulkheads, roads, culverts, etc., regardless of the need for a Building Permit. Certain developments are considered "exempt" (listed in WAC 173-27-040 and codified in SMP 3.40) from the SDP requirement. Any person who wishes to undertake "exempt development" within shoreline jurisdiction must first apply for an SDP Exemption. To say that a development is "exempt" under the SMP means only that it is exempt from the requirement to obtain an SDP. Exemption from SDP requirements does not mean that the development is exempt from the provisions of the SMP or the SMA. The SDP Exemption may contain conditions to ensure that the activity is consistent with the SMA, SMP, and other sections of the UDC. Each shoreline is characterized by an environment designation, which under the current SMP are Aquatic, Natural, Conservancy, Suburban, Urban, or a combination of these. The Classification Table (SMP 4.40) sets forth permitted, conditional and prohibited uses within the various shoreline environment designations. An application is categorized in this way as a Primary Use SDP, Secondary Use SDP, or Shoreline Conditional Use. If an element of the proposal varies from the policies and performance standards of the SMP, a Shoreline Variance will also be required. Be advised that "exempt development" may require review under the State Environmental Policy Act (SEPA), be processed as a Conditional Use depending on the environment designation, and/or be accompanied by a Shoreline Variance according to the specifications of the proposal. The Washington Department of Ecology (DOE) shares responsibility for administering the SMA with local government (WAC 173-27). Shoreline Conditional Use Permits and Variances must be submitted to DOE for review after issuance by the local government. DOE has 30 days to approve, approve with conditions, or disapprove the action. Barring appeal, Shoreline SDPs and SDP Exemptions issued by the local government represent the final decision under shoreline review. SHORELINE APP.DOC REV.09/22/2004 Page 1 Process Step 1 - Pre-Application Conference Required (Optional for SDP Exemptions): A Pre-Application Conference (Pre- App.) is required for an SDP, Conditional Use, and Variance and is optional but strongly encouraged for many types of SDP Exemptions. The Department may require a Pre-App. for an SDP Exemption application that is not categorically exempt from review under SEPA or otherwise presents complex review issues. Conceptual plans, County requirements, necessary permits, etc., and answers to related questions are discussed at the Pre-App., which may occur either at the Department or at the project site, when possible in the company of the Area Habitat Biologist representing the Washington Department of Fish and Wildlife (WDFW), if Hydraulic Project Approval (HPA) is also required (see WAC 220-110-010). Staff will provide you with the required application forms at the Pre-App. If your application does not require a Pre-App., those forms are found at the Department and on the Department website. The JARPA is also found on-line at this URL: http://www.ecy.wa.gov/programs/sea/pac/jarpa.html, and the SEPA Environmental Checklist at this URL: http://www.ecy.wa.gov/programs/sea/sepa/forms.htm. We recommend that you develop and submit a "Conceptual Design," as described in the Pre-App. request form, before completing the JARPA and final plan designs. Your project proposal may be influenced-by the Pre-App., which is intended to identify early in the process elements of your proposal that may be in conflict with Jefferson County policies, ordinances, and performance standards. Remedying these issues before applying for a permit saves times and fosters a smoother permit process. Step 2 - Determination of Completeness: Following submittal of your application, which will include the MPA; JARPA; location map, plan view site plan, and cross-sectional drawing as described in the one-page "Guidance for Completion of Drawings" included among the JARPA instructions; and the SEPA Environmental Checklist (if necessary, see WAC 197- 11-800 for categorical exemptions); staff will make a determination within 28 days as to whether your application is complete. You may be required to submit additional information within a specified time period. Step 3 - Formal Application Review, Public and Agency Comment Period, and Decision: Following the determination of completeness, a final decision must be made by the County within 120 calendar days, though typically the timeframe is shorter. There are instances, however, when the "clock" is stopped to obtain additional information or pursue studies relevant to project review. The specific process to be followed is determined by the Permit Type as established in UDC Table 8-1. In summary, shoreline review is categorized in this fashion in Table 8-1: • Type I: SDP Exemptions, though SDP Exemptions that are not categorically exempt from SEPA review are processed as a Type II decision due to public notice requirements related to SEPA review (see UDC 8.10 for SEPA implementation) • Type II: Primary Use SDP • Type III: Secondary Use SDP, Shoreline Conditional Use Permit, Shoreline Variance Public notice requirements are detailed in UDC Section 8. In general, public and agency comment periods for shoreline permits are 30 days (UDC 8.3.8.b). For Type II permits, following the comment period the Department renders a decision, subject to appeal. For Type III permits, following the comment period the Department schedules an Open Record Public Hearing, after which the Hearing Examiner renders a written decision, subject to appeal, within 10 working days. Shoreline decisions are transmitted to DOE per WAC 173-27-130. For Shoreline Conditional Use Permits and Shoreline Variances, DOE has 30 days to approve, approve with conditions, or disapprove the action. DOE will notify the applicant of the concurrence decision and, if approved, work may begin after a 21-day appeal period, unless an appeal is made to the Shoreline Hearings Board. SDPs issued by the local government represent the final decision under shoreline review, barring appeal under the UDC or to the Shoreline Hearings Board within 21 days after DOE receives the transmittal. SDP Exemptions can only be appealed to Superior Court. UDC 8.5 and 8.10.12 (SEPA) outline the local appeal process. SDP Exemptions expire in one year. For Shoreline SDPs, Conditional Use Permits, and Variances, permitted activities must be commenced within two years (with the possibility of a one-year extension) and authorization to conduct permitted development activities expires in five years(with the possibility of a one-year extension). See WAC 173-27-090. Step 4 - Building Permit and other permits/approvals may be required: It is important to note that many shoreline permits and SDP Exemptions require a Building Permit before construction may commence. The shoreline approval is a land use approval only. The Building Permit application may be submitted concurrently with the shoreline application or after shoreline approval is acquired. The project planner will assist the applicant in determining whether a Building Permit and/or other County permits, such as a Stormwater Management Permit, are required. Permits or approvals from other agencies may also be required, such as HPA from WDFW, authorization from the Washington Department of Natural Resources for use of state-owned aquatic lands, Army Corps of Engineers (COE) Section 404 or 10 permit, or Endangered Species Act consultation. The JARPA is intended for multi-agency review and begins with a check box for other aquatic resources permits or approvals required for the proposal. The project planner will assist you in determining what is required by other agencies, but it is ultimately the responsibility of the applicant to ensure that all necessary permits and approvals are acquired. The Department generally forwards the JARPA and other application materials to agencies with jurisdiction during the project review process. You may be contacted directly by those agencies and asked to provide additional information. We will help coordinate multi-agency review as much as possible. SHORELINE APP.DOC REV.09/22/2004 Page 2 Process Step 1 — Pre-Application Conference Required 'a ptional for S -•• • • • - • • Pre-Application Conference (Pre- App.) is required for an SDP, Conditional Use, an , - . iuM and is optional but strongly encouraged for many types of SDP Exemptions. The Department may require a Pre-App. for an SDP Exemption application that is not categorically exempt from review under SEPA or otherwise presents complex review issues. Conceptual plans, County requirements, necessary permits, etc., and answers to related questions are discussed at the Pre-App., which may occur either at the Department or at the project site,when possible in the company of the Area Habitat Biologist representing the Washington Department of Fish and Wildlife(WDFW), if Hydraulic Project Approval (HPA) is also required (see WAC 220-110-010). Staff will provide you with the required application forms at the Pre-App. If your application does not require a Pre-App., those forms are found at the Department and on the Department website. The JARPA is also found on-line at this URL: http://www.ecy.wa.gov/programs/sea/pac/jarpa.html, and the SEPA Environmental Checklist at this URL: http://www.ecy.wa.gov/programs/sea/sepa/forms.htm. We recommend that you develop and submit a "Conceptual Design," as described in the Pre-App. request form, before completing the JARPA and final plan designs. Your project proposal may be influenced by the Pre-App., which is intended to identify early in the process elements of your proposal that may be in conflict with Jefferson County policies, ordinances, and performance standards. Remedying these issues before applying for a permit saves times and fosters a smoother permit process. Step 2 — Determination of Completeness: Following submittal of your application, which will include the MPA; JARPA; location map, plan view site plan, and cross-sectional drawing as described in the one-page "Guidance for Completion of Drawings" included among the JARPA instructions; and the SEPA Environmental Checklist (if necessary, see WAC 197- 11-800 for categorical exemptions); staff will make a determination within 28 days as to whether your application is complete. You may be required to submit additional information within a specified time period. Step 3 — Formal Application Review, Public and Agency Comment Period, and Decision: Following the determination of completeness, a final decision must be made by the County within 120 calendar days, though typically the timeframe is shorter. There are instances, however, when the "clock" is stopped to obtain additional information or pursue studies relevant to project review. The specific process to be followed is determined by the Permit Type as established in UDC Table 8-1. In summary, shoreline review is categorized in this fashion in Table 8-1: • Type I: SDP Exemptions, though SDP Exemptions that are not categorically exempt from SEPA review are processed as aypT e i1 ecision due to public notice requirements related to SEPA review (see UDC 8.10 for SEPA implementation) • Type II: Primary Use SDP • Type III: Secondary Use SDP, Shoreline Conditional Use Permit, Shoreline Variance Public notice requirements are detailed in UDC Section 8. In general, public and agency comment periods for shoreline permits are 30 days (UDC 8.3.8.b). For Type II permits, following the comment period the Department renders a decision, subject to appeal. For Type III permits, following the comment period the Department schedules an Open Record Public Hearing, after which the Hearing Examiner renders a written decision, subject to appeal, within 10 working days. Shoreline decisions are transmitted to DOE per WAC 173-27-130. For Shoreline Conditional Use Permits and Shoreline Variances, DOE has 30 days to approve, approve with conditions, or disapprove the action. DOE will notify the applicant of the concurrence decision and, if approved, work may begin after a 21-day appeal period, unless an appeal is made to the Shoreline Hearings Board. SDPs issued by the local government represent the final decision under shoreline review, barring appeal under the UDC or to the Shoreline Hearings Board within 21 days after DOE receives the transmittal. SDP Exemptions can only be appealed to Superior Court. UDC 8.5 and 8.10.12 (SEPA) outline the local appeal process. SDP Exemptions expire in one year. For Shoreline SDPs, Conditional Use Permits, and Variances, permitted activities must be commenced within two years (with the possibility of a one-year extension) and authorization to conduct permitted development activities expires in five years(with the possibility of a one-year extension). See WAC 173-27-090. Step 4 — Building Permit and other permits/approvals may be required: It is important to note that many shoreline permits and SDP Exemptions require a Building Permit before construction may commence. The shoreline approval is a land use approval only. The Building Permit application may be submitted concurrently with the shoreline application or after shoreline approval is acquired. The project planner will assist the applicant in determining whether a Building Permit and/or other County permits, such as a Stormwater Management Permit, are required. Permits or approvals from other agencies may also be required, such as HPA from WDFW, authorization from the Washington Department of Natural Resources for use of state-owned aquatic lands, Army Corps of Engineers (COE) Section 404 or 10 permit, or Endangered Species Act consultation. The JARPA is intended for multi-agency review and begins with a check box for other aquatic resources permits or approvals required for the proposal. The project planner will assist you in determining what is required by other agencies, but it is ultimately the responsibility of the applicant to ensure that all necessary permits and approvals are acquired. The Department generally forwards the JARPA and other application materials to agencies with jurisdiction during the project review process. You may be contacted directly by those agencies and asked to provide additional information. We will help coordinate multi-agency review as much as possible. SHORELINE APP.DOC REV.09/22/2004 Page 2 Approval Criteria and Permit Conditions Your shoreline application will be evaluated on the basis of the information you provide, the criteria listed in the relevant section of the SMP and other applicable sections of the UDC, including the provisions for environmentally sensitive areas. Shoreline use and development must also be consistent with the SMA and the Jefferson County Comprehensive Plan. Section 4 of the SMP describes the shoreline environment designations and project classifications (SDP and Conditional Use), including relevant review criteria. Section 5 outlines policies and performance standards for various uses and development within shoreline jurisdiction. Section 7 provides criteria for review of Variances. If your proposed use or development is not listed in the Classification Table(4.40), it will be processed as a Conditional Use. The Department or the Hearing Examiner may place conditions on your shoreline permit or SDP Exemption in order to ensure consistency with the SMA, SMP, UDC and the Comprehensive Plan. Permit conditions may also be established as a result of SEPA review. At times, a multi-agency review process may result in a request to the applicant for additional information based on the permit or approval process of another agency with jurisdiction. Information, mitigation measures, or permit conditions found in studies, permits or approvals required by other agencies may become permit conditions in Jefferson County permits granted to the applicant. Where to Find More Information The UDC is found at the Department or on-line at this URL: http://www.co.jefferson.wa.us/commdevelopment/. The current SMP is Section 5 of the UDC. A July 2000 draft SMP is also found on-line at the URL above. Jefferson County will update the SMP within the next few years, using the July 2000 draft as a framework. Until such time as the SMP is updated through a public participation and legislative process, the 1989 SMP with amendments remains in effect. All County codes may be viewed or purchased at the Department. Other useful information may be found on-line: • DOE Shorelands &Wetlands (http://www.ecy.wa.gov/programs/sea/shorelan.html) • State Permit Assistance Center(http://www.ecy.wa.gov/programs/sea/pac/index.html or call 1-800-917-0043) • Washington Administrative Code (http://slc.leg.wa.gov/wacbytitle.htm then click Title 173 WAC for DOE) • WDFW Hydraulic Project Approval (http://www.wa.gov/wdfw/hab/hpapage.htm) • US Army Corps of Engineers Seattle District(http://nws.usace.army.mil/reg/reg.htm) COMMONLY REQUESTED INFORMATION ABOUT SHORELINE USE AND DEVELOPMENT Single-Family Residence Construction in Shoreline Jurisdiction or near Marine Shorelines SDP EXEMPTION, REQUIRED APPLICATION FORMS, AND STORMWATER MANAGEMENT PROVISIONS SMP 3.402.5 provides that construction by an owner, lessee, or contract purchaser of a single-family residence for the owner's or owner's family's use is considered "exempt development" under certain provisions. Projects of this nature in shoreline jurisdiction require a written SDP Exemption along with the Building Permit and other applicable Jefferson County approvals. Generally, a JARPA form will not be required to accompany the MLA form in order to make a complete application for proposed construction of a single-family residence in shoreline jurisdiction that meets the criteria of SMP 3.402.5. Please note that there are special stormwater management provisions for construction within 500 feet of any marine shoreline, pursuant to UDC 3.6.5.c(3) Seawater Intrusion Areas. Refer to the Stormwater Calculation Sheet and UDC 6.7 Stormwater Management Standards for more information about the stormwater management requirements for residential construction near marine shorelines. Generally, if the UDC Administrator concurs that stormwater infiltration is not "practicable" and a tightline stormwater runoff utility that terminates at or near the marine shoreline is included in the development application, a JARPA will be required along with the MLA and other application materials. SEPA review and HPA from WDFW may also be required depending on the specifications of the proposal. Additionally, a Drainage and Erosion Control Plan may be required even if the development falls below the threshold levels found in UDC 6.7 if there are environmentally sensitive areas on the parcel (see UDC 3.6.4 et seq., 6.6.4, 6.7, the Stormwater Management Permits information sheet, and the section below concerning removal of vegetation along marine shorelines). RESIDENTIAL DEVELOPMENT SETBACKS FROM THE ORDINARY HIGH WATER MARK OR TOP OF BANK SMP 5.160 Residential Development governs residential setbacks. Performance Standard #10 of that section states, "The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty (30)feet or one (1)foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet." Refer to SMP 5.160 for additional provisions related to residential development in shoreline jurisdiction. Please note that recommendations found in geotechnical reports prepared pursuant to UDC 3.6.7 Geologically Hazardous Areas may extend the required building setback beyond that of the standard shoreline setback prescribed by SMP 5.160. SHORELINE APP.DOC REV.09/22/2004 Page 3 Removal of Vegetation and Other Land-Disturbing Activities along Marine Shorelines UDC 3.6.4 addresses environmentally sensitive areas, among which are fish and wildlife habitat areas (FHWAs). FWHAs include marine shorelines per UDC 3.6.8.a, in that Type 1 waters include all marine waters of the state and at this time marine shorelines provide primary association habitat for Federal and State-listed endangered, threatened, and sensitive species (i.e., Puget Sound Chinook, Hood Canal Summer Chum, and/or Coastal/Puget Sound Bull Trout). Among the provisions in UDC 3.6.8 Fish and Wildlife Habitat Areas, are general prohibitions related to the alteration of FWHAs or their buffers (UDC 3.6.8.f)—including clearing, grading, and removing vegetation—regardless of whether a permit is required for the activity or not. Additionally, there are protection standards (UDC 8.6.8.g) that address drainage and erosion control, grading, vegetation retention, and buffers for activities on parcels that contain a designated FHWA or its buffer. UDC 3.6.8.g(5) states that FHWAs shall have buffers and building setbacks established. The FHWA buffer for marine shorelines is 30 (thirty) feet, which is the minimum "standard setback for residential structures" in the SMP (see previous paragraph). The buffer/setback is measured from the ordinary high water mark or the top of the bank for banks that exceed 10 feet in vertical height. Please note that land-disturbing activity in the 30-foot marine shoreline buffer, including the removal of vegetation, may occur only with approval from this Department under specific circumstances. If the marine shoreline parcel in question also contains a geologically hazardous area—such as an erosion, landslide, or seismic hazard area—additional protection standards apply (UDC 3.6.7(b)), including the provision that excavation, grading and earthwork construction regulated in UDC 3.6.7 shall only be allowed from April 1 to November 1, unless the applicant demonstrates that such activities would not result in impacts contrary to the protection requirements therein. Landslide hazard area buffer widths are determined pursuant to UDC 3.6.7(b)(6) and, in general, a geotechnical report prepared by a qualified professional is required for a complete development application pursuant to UDC 3.6.7(b)(9). For more information on this topic, refer to DOE Publication 93-31, "Vegetation Management: A Guide for Puget Sound Bluff Property Owners." DOE offers property owner guides on its website, including a "Vegetation Management Guide" (http://www.ecy.wa.gov/programs/sea/pubs/93-31/intro.html), a guide to "Slope Stabilization and Erosion Control Using Vegetation" (http://www.ecy.wa.gov/programs/sea/pubs/93-30/intro.html), a guide to "Surface Water and Groundwater on Coastal Bluffs" (http://www.ecy.wa.gov/programs/sea/pubs/95-107/intro.html), and a guide entitled, "At Home with Wetlands: A Landowner's Guide" (http://www.ecy.wa.gov/programs/sea/pubs/90031/index.html). Call DOE Publications at(360)407-7472 or visit the DOE website to order hard copies of these or other DOE publications. Shore Defense Works "Soft-bank protection" methods are generally preferred over "hard-bank protection" methods by regulatory agencies, including Jefferson County. Among soft-bank protection methods are biotechnical bank stabilization and bioengineering, where vegetation is planted specifically to address erosion and slope stability; the placement and fastening of large wood along the toe of a bank to retain sediments and absorb wave energy; and beach nourishment projects, where sediment is artificially added to the beach to re-create the natural beach conditions that have a certain amount of built-in erosion protection. Hard-bank protection methods include seawalls and wood and riprap bulkheads. For more information on bank protection methods, please refer to DOE Publication #00-06-012, "Alternative Bank Protection Methods for Puget Sound Shorelines," May 2000, and the DOE property owner guides cited above. Note that a shore defense work proposal must comply with the UDC section on environmentally sensitive areas (3.6.4-3.6.10), as well as the SMP. Pre-Existing Uses and Development Shoreline uses or developments that pre-date the SMA or the Jefferson County SMP are called "pre-existing." If the use of a development is consistent with the SMP, permits are only required if new development is proposed. If the use of a pre-existing development is proposed to be changed, the new use must be consistent with the SMP. If the proposed new use is a Conditional Use in the SMP, a Conditional Use Permit is required whether or not new development is proposed. "Legal nonconforming" describes those uses or structures legally constructed or established prior to the effective date of the applicable SMP provisions that do not conform to present shoreline management rules or policies. Legal nonconforming use and development is regulated pursuant to WAC 173-27-080. Generally, such "grandfathered" use and development may continue as long as it is not enlarged, intensified, increased, or altered in any way that increases its nonconformity. Nonconforming uses are considered abandoned if they are discontinued for more than twelve consecutive months or for twelve months during any two-year period. Any subsequent use must conform to the requirements of the SMA and SMP and cannot be changed to another nonconforming use or moved any distance within the shorelines of the state. It is sometimes important to distinguish between a nonconforming structure with a conforming use and a nonconforming use. Please contact the Department for more information about specific pre-existing use or development. [end] SHORELINE APP.DOC REV.09/22/2004 Page 4 . 5t4 -u>-re eze- rm:2,A itZ9 .()° ��.ggON 006 einliJEFFERSON COUNTY 4,A DEPARTMENT OF COMMUNITY DEVELOPMENT k `4 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 0 www.co.jefferson.wa.us/commdevelopment . -4iINGf S Master Permit Application MLA: Project Description(include separate sheets as necessary): Tax Parcel Property Number: Size: (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: Telephone: Fax: email: Mailing Address: Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) ❑ Building U Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a),C(d),or C]** ❑ Single Family ❑ Discretionary"D"or Unnamed Use Classification ❑ Garage Attached/Detached ❑ Special Use(Essential Public Facilities)** ❑ Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ,Plat 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 *May require a Pre—Application Conference **Requires a Pre-Application Conferenc�Wo.� rvtA- Please identify any other local, state or federal permits required for this proposal, if known: d`^ DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or 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.Access and right of entry to this property shall be requested and shall occur only during regular business hours. Signature: Date: 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-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc OWNER 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: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public 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 ❑ Above ground Tank Size of Propane Tank: ❑ Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove ❑ 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. Square Footage For Office Use Only Current Proposed Amount Main Floor Consistency Review: 2ND Floor Base fee: 3ro Floor Additional Section: Mezzanine: Plan Check fee: Heated Basement State Surcharge fee: Unheated Basement Pot Water Review fee: Other Unheated 911/Rd Approach fee: Garage/Carport TOTAL: $ Decks Receipt Number: Other Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish Initials: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc OWNER 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: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public 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 ❑ Above ground Tank Size of Propane Tank: ❑ Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove ❑ 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. Square Footage For Office Use Only Current Proposed Amount Main Floor Consistency Review: 2"u Floor Base fee: 3fa Floor Additional Section: Mezzanine: Plan Check fee: Heated Basement State Surcharge fee: Unheated Basement Pot Water Review fee: Other Unheated 911/Rd Approach fee: Garage/Carport TOTAL: $ Decks Receipt Number: Other Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish Initials: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 360/3794450 • 360/379-4451 Fax �1,& www.co.jefferson.wa.us/commdevelopment H?N� Master Permit Application MLA: Project Description(include separate sheets as necessary): Tax Parcel Property Number: Size: (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: Telephone: Fax: email: Mailing Address: Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) ❑ Building ❑ Variance(Minor, Major or Reasonable Economic Use) 0 Demolition Permit ❑ Conditional Use[C(a),C(d),or C]** ❑ Single Family ❑ Discretionary"D"or Unnamed Use Classification ❑ Garage Attached/Detached ❑ Special Use(Essential Public Facilities)** 0 Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** 0 Change of Use ❑ Long Plat** ❑Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ 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* 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *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 to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or 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.Access and right of entry to this property shall be requested and shall occur only during regular business hours. Signature: Date: 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-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc WASHINGTON JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) INSTRUCTIONS, SAMPLE DRAWINGS &AGENCY CONTACTS NOTE OONOT SIJBh1/Tthis Section wifhyour app/icafiim This Joint Application may be used to apply for Hydraulic Project Approvals,Shoreline Management Permits,Approvals for Exceedance of Water Quality Standards,Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings,prepared in accordance with the drawing guidance to the appropriate agencies. When applying, you do NOT need to send copies of the instructions. Remember,depending on the type of project you are proposing,other permits may be required that are notcovered by this application. Use the following list to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need,please contact the appropriate agency for questions. Agency telephone numbers are attached. IF ANY OF THE BOXED ITEMS LISTED UNDER A PERMIT TITLE BELOW APPLY TO YOUR PROJECT,THEN YOU MUST CHECK THE BOX FOR THAT PERMIT ON THE TOP OF PAGE ONE OF THE JARPA FORM. Complete Sections A&C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits(see attached drawing guidelines for drawing requirements). ❑ Hydraulic Project Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work,that: • will use, divert,obstruct,or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line,including dry channels,and may include projects landward of the ordinary high water line(e.g.,activities outside the ordinary high water line that will directly impact fish life and habitat,falling trees into streams or lakes, etc.). ❑ Shoreline Substantial Development, Conditional Use,Variance Permit, or Exemption from Local Government(under the Shoreline Management Act,90.58 RCW;)required for work or activity in the 100-year floodplain,or within 200 feet of the ordinary high water mark of Shorelines of the State(check with your local government);and which includes any one of the following: • dumping; • drilling; • dredging; • filling; • placement or alteration of structures(whether temporary or permanent);or • any activity which substantially interferes with normal public use of the waters regardless of cost. o Floodplain Management Permits and/or Critical Areas Ordinances review by Local Government for: • work in frequently flooded areas,geologically unstable areas,wildlife habitats,aquifer recharge areas,and wetlands. O Section 401 Water Quality Certification from your Department of Ecology Regional office under 33 USC§ 1341 is needed when a federal approval is required for a project,including the following: • Corps of Engineers Nationwide Permit or Industrial Permit—Send to Ecology's Regional Federal Permits Unit; in the Regional Office; • FERC hydropower license--Attach FERC exhibit E and send to Ecology's Water Resources Program;and ❑ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: • is on,crosses,or impacts the bedlands,tidelands or shorelands of a navigable water. ❑ Section 404 Permit from the Corps of Engineer under 33 USC§ 1344 is required if your project includes: • placement of dredged or fill material waterward of the ordinary high water mark,or the mean higher high tide line in tidal areas, in waters of the United States, including wetlands; • mechanized land clearing and sidecasting in waters of the United States, including wetlands. • Endangered Species Act(ESA)Consultation JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407-7037 Page 1 of 4 ❑ Section 10 Permit from the Corps of Engineer is required for: • any work in or affecting navigable waters of the United States(e.g.,floats, piers, docks,dredging, excavation, piling, buoys, overhead power lines, etc.). ❑ Section 9 Permit from the Coast Guard is required for: • construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants in completing the JARPA. They may not necessarily represent specific language from the laws implemented through JARPA. Ordinary High Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soil or vegetation: Provided, that in any area where the ordinary high water line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. ---------- Mean Lower Low is the 0.0 tidal elevation, determined by averaging each day's lowest tide at a particular location over a period of 19 years. It is the tidal datum for vertical tidal references in the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey,dated January 24, 1979. This information can be obtained from the Corps of Engineers at(206)764-3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water,which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark;floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state,including reservoirs, and their associated wetlands,together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second,and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support,a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs,and similar areas. Bridge means any structure including pipelines and conveyor belts,which transports traffic or materials across a navigable water. Aquatic Tidelands means the area between the ordinary high tide line and extreme low tide line, unless otherwise established. Aquatic Shorelands means the shore areas of non-tidal navigable lakes or rivers between the ordinary high water line and the line of navigability unless otherwise established. Aquatic Bedlands means the area waterward of and below the line of navigability on non-tidal rivers and lakes,or below the extreme low tide mark in navigable tidal waters,or below the outer harbor line where a harbor has been created. Nationwide Permit issued by the Corps of Engineers for projects with minimal impacts. For a complete packet of nationwide permits and application information,contact the Corps Regulatory branch at(206)764-3495. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407-7037 Page 2 of 4 AGENCY USE ONLY Agency Reference#: Date Received:_ Circulated by: (local govt.or agency) JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (DARPA) (for use in Washington State) Ei PLEASE TYPE OR PRINT IN BLACK INK ❑ /am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish& Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOV'TS—You must submit any comments on these projects to WDFW within 15 working days. Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ❑ Local Government for shoreline: 0 Substantial Development 0 Conditional Use 0 Variance 0 Exemption 0 Revision 0 Floodplain Management 0 Critical Areas Ordinance ❑ Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) ❑ Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits(to Regional office-Federal Permit Unit) ❑ Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification ❑ Corps of Engineers for. 0 Section 404 0 Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish&Wildlife Service or National Marine Fisheries Service for Endangered Species Act(ESA)Consultation SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# If an agent is acting for the applicant during the permit process,complete#2. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: 0 OWNER 0 PURCHASER 0 LESSEE 0 OTHER: 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: 5.LOCATION(STREET ADDRESS.INCLUDING CITY,COUNTY AND ZIP CODE.WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) LOCAL GOVERNMENT WITH JURISDICTION(CITY OR COUNTY) WATERBODY TRIBUTARY OF WRIA# 'A SECTION SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION LATITUDE&LONGITUDE ZONING DESIGNATION IF KNOWN: TAX PARCEL NO: DNR STREAM TYPE,IF KNOWN JARPA, Revised 12/98,contact Ecology's Permit Assistance Center for latest version, 360/407-7037 - Page 1 of 4 6.DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. IS THE PROPERTY AGRICULTURAL LAND? ❑YES 0 NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES 0 NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE,INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT.DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY. RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE.ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. PREPARATION OF DRAWINGS: SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-1/2 X 11 INCH SHEETS. LARGER DRAWINGS MAY BE REQUIRED BY OTHER AGENCIES. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407-7037 Page 2 of 4 M. 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? 0 YES 0 NO PROPOSED STARTING DATE: ESTIMATED DURATION OF ACTIVITY: 9.CHECK IF ANY STRUCTURES WILL BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL.BULKHEAD,OR OTHER MATERIAL)BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) _ AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES 0 NO IF YES: A. IMPACTED AREA IN ACRES: B. HAS A DELINEATION BEEN COMPLETED? IF YES.PLEASE SUBMIT WITH APPLICATION. 0-YES-- ❑-NO- C. HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. 0 YES 0 NO D. TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E. MATERIAL SOURCE: F. LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,8 INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS.SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS): 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? 0 YES 0 NO IF YES,IMPACTED AREA IS_ACRES. 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ❑YES ONO IF YES: A. VOLUME: (CUBIC YARDS)/AREA (ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED: _ C. DISPOSAL SITE FOR EXCAVATED MATERIAL: D. METHOD OF DREDGING: 14.HAS THE STATE ENVIRONMENTAL POLICY ACT(SEPA)BEEN COMPLETED? ❑YES 0 NO SEPA LEAD AGENCY: SEPA DECISION: DNS.MDNS,EIS,ADOPTION,EXEMPTION DECISION DATE(END OF PERIOD): SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES,OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FEDERAL ENERGY REGULATORY COMMISSION LICENSE(FERC),FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO. 16.HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? 0 YES 0 NO IF YES,EXPLAIN: JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version,360/407-7037 Page 3 of 4 SECTION B-Use for Shoreline and Corps of Engineers permits only:, 17.TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 18.LOCAL GOVERNMENT WITH JURISDICTION: 19.FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES.ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.. PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER SECTION C- This section MUST be completed for any permit covered by this application 20.APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THATf POSSESS THE AUTHORITY TO UNUERTAKE THE PROPOSED ACTIVITIES.f HEREBYGRANT TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK. I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any hick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline,such as marine,stream, lake, lagoon,marsh,bog,swamp,flood • plain,floodway,delta;type of beach,such as accretion,erosion,high bank,low bank,or dike;material such as sand,gravel, mud,clay, rock, riprap;and extent and type of bulkheading,if any:) B. In the event that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units,existing and potential,that will have an obstructed view: C. If the application involves a conditional use or variance,set forth in full that portion of the master program which provides that the proposed use may be a conditional use,or, in the case of a variance,from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructions. JARPA, Revised 12/98, contact Ecology's Permit Assistance Center for latest version, 360/407-7037 Page 4 of 4 • GUIDANCE FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View,and Cross-Sectional View. Drawings to scale should be prepared using clear printing, black ink,and the fewest number of sheets possible. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum,drawings must contain the following information;other information may be required depending on project type. If you have questions regarding completing the drawings,call the appropriate agency. 1.Vicinity Map. A copy of a county or city road map,or a U.S. Geological Survey topographic map may be used. Include: a. North arrow. b. Name of waterbody(and river mile if appropriate). c. Location of the proposed activity(indicate with a circle, arrow,X,or similar symbol). d. Provide latitude and longitude of the site to the nearest second. e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. a. North arrow. b. Name of waterbody and direction of water flow. c. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High,and Mean Lower Low Water Marks or Lines,and/or wetland boundaries. Indicate elevation above datum. Non-tidal waters: Show the Ordinary High Water Mark or Line, Meander Line,and/or wetland boundary. d. Dimensions of the activity or structure and impervious surfaces, distance from property lines,and the distance it extends into the waterbody beyond the Ordinary High, Mean High, Mean Higher High,and Mean Low Water Mark or Line,and/or wetland boundaries,as appropriate. e. For Corps permits, indicate the distance to Federal projects and/or navigation channels(if applicable). To ascertain, call the Corps Regulatory Branch Office at(206)764-3495. f. Show existing structures on subject and adjoining properties. g. Indicate adjoining property ownership. h. If fill material is to be placed, identify the type of material,amount of material(cubic yards),and area to be filled (acres). If project involves dredging, identify the type of material,amount of material(cubic yards),area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than-10 feet needs to be clearly identified on drawings. j. Identify any part of the activity that has been completed. k. Indicate types and location of aquatic,wetland,riparian and upland vegetation. I. Erosion control measures,stabilization of disturbed areas,etc. m. Utilities, including water, sanitary sewer,power and stormwater conveyance systems(e.g., bioswales). n. Indicate stormwater discharge points. o. Proposed landscaping where applicable(for complex landscape plans, please attach a separate drawing). p. Where applicable, plans for development of areas on or off site as mitigation for impacts associated with the proposal. q. On all variance applications the plans shall clearly indicate where development could occur without approval of a variance,the physical features and circumstances on the property that provide a basis for the request,and the location of adjacent structures and uses. 3.Cross-Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: a. Location of water lines. Tidal Waters: Show the Ordinary High,Mean High, Mean Higher High,and Mean Lower Low Water Marks or Lines, and/or wetland boundary. Non-tidal waters: Show the Ordinary High Water Mark or Line,and/or wetland boundary. b. Water depth or tidal elevation at waterward face of project. c. Dimensions of the activity or structure,and the distance it extends into the waterbody beyond the Ordinary High,the Mean High,the Mean Higher High and Mean Low Water Mark or Line, and/or wetland boundaries. d. Indicate dredge and/or fill grades as appropriate. e. Indicate existing and proposed contours and elevations. f. Indicate types and location of aquatic,wetland,and riparian vegetation present on site. g. Indicate type and location of material used in construction and method of construction. h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. a. Vertical clearance measured from Mean Higher(tidal waters)or Ordinary High(non-tidal water). b. Horizontal clearance between piers or pilings. c. Bottom elevation of the waterway at the bridge. Administrator's Manual- 1994 Edition t tu► �r�j�{ _ , .41'J., ,,,.,,< <�,<«< L. I.oTZLeu /�- tz17r�. Jt,6 ' .54 loss vo6 00,4i l ging". E.9C, F5 le' i rOWINit mg, iI ,, j • WN>AC UItE - Orgt;NSAt7 ppMt/dC P�ti1C. I z r 41 y' - S Cn0h A- rola a A < I i — = 12' — — — — L Ler z-r r. �`. 1�% -I I i G v Ni W 1z E 11 < 1 30' a _1/4 1 . _g 1 , , (''�-_ vl _= I 1 : ORN�{FitLG _ 1 I 1A I o I F fr.0' LOT z% -- 3 Q - - - -jII -....s., btttAt►{ME DITCH --- ' Ift 10' care q ` I 24 0-1P I C v ?AMEP N. MID 4C' Gyve Err I I a j t e�al.�E L-!S, LOT 29 HOM I LA Z2 .7-N, t zo 4, —EXiS'Cnicl ttoMS I ti 4,..vvsr 11' t14 oral,r.xYHKi'4 F�oR L2KL>9.40' WEST SttoRE Rao 1.1 'WA 5.'5 ' �-BEl•t':H t'SAR1G(G31iCL61$ J✓1D hr b.1 ') r'9 W~ SEG AttACNEO B€ 1 MARK CPSR11FICkflC . j / Al - PROPERTY Nle4coT+ ciwn . t X1-0 -SA :..bV£- t r t A• t" = 46 A' -It. -4 mom -µ pm?,ER;r{ -t2 UME -- to PRNWIC.0 Drrtrt 1 - a D!CAI Pt ACIE +� }.- .•4 Cntmr( 1 I 1 -z- 1 1 RCV,p I0mitti 1 i - 0 SEA L9 - El' I'= 40'-o, d exliAuaci cxo't, SECnor{ ►-015 21 i 2.1) Of poclwopp Vtt-th Of qurrica5 I91-A.ty. zOHH Doe- 6 OE6O WMMcv1rw asr1 Figure 4-3. Example of a Site Plan Showing `1u ri , IS"`'1° Existing Conditions Chapter 4-Permits and Decisions M-74 Administrator's Manual- 1994 Edition 1 4......, -oitomAR^r elar'r b - / '� I MICiN H . N i�WRi/iiLliii . ir50 !!ii! li�� 4.O4ilii�,i/! i/iiliillLma►!!! n {` � - b� ` . ZOOM DM '� _ .f four 406'54'5 ' 20j , �Yi1 l$_, , wA Ctar�E •; ovtlCMEAD FAVIr I 0 _ _ _ _repl_450' D" ssLflo4 A A I %/ / iii Ptam cluEris 11 p g �1 ,�,�, _� 15i1viD grAvw H �� 8 1 1 P'rr - G vales 1b. o ' • RCAD- vRior 11 $ i 1 1 3.0, .__ int-no-4- 9c`c _4---p w.ign CC M tr P cuWw I c" 1'' i es.o, Lar Z a — �i' — — — �, , > >i,,,„,r — U -_� i •: A DITCH - netAMDci ezt3rt e0 c 414 "9 Asn ( oiwN.li r b a \ 1 34' n \pusnrlci tt• 0 UtjP,A•tED C . Raw 40' Cal v CONCRETE.- CVLvexT 6141 ( LCV 2-1 I `B. r oro ED 517E PLAN I” • -0" P '•r`:.or NEN wr^e: / PRC FILL LAME : •••• 1 1 l -r - 1 IT _22 4-WE-9T 23.5' 211' Ib I t l` t �i ,_-.--TDP OF Mo t*O E P - t i Fir VIE-91"5 r!tES :1z y iFpunvhltC-I RCAT, - e '� P°RoroKc2 FILL raor ICY —b -4 ' CO. I 1 1 -C SFA xui- A' I ' - .c'-ou A, 4-It, —i, 110 CM 1 H III MACE 24-D N.c.A.Ate"- MKS s'rtr9c 2' +10 I —, OF .— 8 � W►PlikKW 1 �Alivi. Zir Z tf0A 4 1 COUNTY 1 f„0/, I a C 1 I Rb•O paAn^if 1 o SGA LVF CL.- a' ( 1`=4C'-O" B' 1 I Ptnr ec CRo55 _enol Lars 21 4 Z9 Of cagwoov v1=h CF que-res 15iN1v Figure 4-4. Example of a Site Plan Showing 7D"n °ce Proposed Modifications. Note: the application C50 WA79CVIew MN" civc,.,fs ISt,,ap should include both plans. Chapter 4 -Permits and Decisions M-75 • AGENCY CONTACTS Below is a list of agencies to which a copy of the Joint Application may be sent, and which permit each agency issues. Technical assistance and information is also available from these offices. Department of the Army Permit(Section 404 or Section 10) U.S.Army Corps of Engineers, Telephone(206)764-3495 Seattle District FAX(206)764-6602 Regulatory Branch Post Office Box 3755 Seattle,WA 98124-2255 U.S.Army Corps of Engineers Telephone(509)238-4570 Eastern Washington Information FAX(509)238-4570 P.O. Box 273 Chattaroy,WA99003-0273 U.S.Army Corps of Engineers Telephone(509)682-7010 Central Washington Information FAX(509)682-7710 P.O. Box 2829 Chelan,WA 98816-2829 Department of Ecology Permits—401 Water Quality Certification Washington State Department of Ecology—Headquarters Permit Assistance Center 300 Desmond Drive, Lacey Telephone(360)407-7037 Post Office Box 47600 FAX (360)407-6904 Olympia,WA 98504-7600 Central Region Telephone(509)575-2490 15 West Yakima Avenue, Ste 200 FAX(509)575-2809 Yakima,WA 98902-3401 Eastern Region Telephone (509)456-2926 4601 North Monroe, Suite 202 FAX (509)456-6175 Spokane,WA 99205-1295 Northwest Region Telephone(425)649-7000 3190 - 160th Avenue S.E. FAX(425)649-7098 Bellevue,WA 98008-5452 Southwest Region Telephone(360)407-6300 Mailing Address: FAX(360)407-6305 P.O. Box 47775 Olympia,WA 98504-7775 Physical Address 300 Desmond Drive Lacey,WA 98504 Department of Fish and Wildlife(Hydraulic Project Approval)-Submit 3 copies of the JARPA application to Regional offices. Contact regional offices for questions or assistance. Headquarters Washington State Department of Fish and Wildlife Telephone(360)902-2534 600 Capitol Way North TDD(360)902-2207 Olympia,Washington 98501-1091 FAX(360)902-2946 Region 1 (Pend Oreille, Ferry, Stevens,Spokane,Lincoln,Whitman,Columbia, Garfield,Asotin,and Walla Walla Counties) Washington State Department of Fish and Wildlife Telephone(509)456-4082 8702 North Division Street FAX (509)456-4071 Spokane,WA 99218-1199 Region 2 (Okanogan, Douglas, Grant,Adams, and Franklin Counties) Washington State Department of Fish and Wildlife Telephone (509)754-4624 1550 Alder Street NW FAX(509)754-5257 Ephrata,WA 98823-9652 • Region 3 (Chelan, Kittitas,Yakima, and Benton Counties) Washington State Department of Fish and Wildlife Telephone(509)575-2740 1701 South 24th Avenue FAX(509)575-2474 Yakima,WA 98902-5720 Region 4(Whatcom, Skagit, Snohomish, King, Island,and San Juan Counties) Washington State Department of Fish and Wildlife Telephone(425)775-1311 16019 Mill Creek Boulevard FAX(425)338-1066 Mill Creek,WA 98012-1296 Region 5 (Lewis,Wahkiakum, Cowlitz,Skamania,Clark,and Klickitat Counties) Washington State Department of Fish and Wildlife Telephone(360)696-6211 2108 Grand Blvd. FAX(360)906-6777 Vancouver,WA 98663-1299 Region 6 (Pacific, Pierce,Thurston, Grays Harbor, Mason,Jefferson, Clallam, and Kitsap Counties) Washington State Department of Fish and Wildlife Telephone(360)249-6522 48 Devonshire Road FAX(360)664-0689 Montesano,WA 98563-9618 Local Government(Shoreline Management Act Approval) Appropriate City or County Planning, Building,or Community Development Department Natural Resources Conservation Service (NRCS),formerly Soil Conservation Service(SCS)for information regarding activities on agricultural land NRCS Telephone(509)353-2335 Suite 450 Rock Point Tower Two West 316 Boone Avenue Spokane,WA 99201-2348 Coast Guard (Section 9 Bridge Permit) Commander 13th Coast Guard District(OAN) Telephone(206)220-7282 915 Second Avenue Seattle,WA 98174-1067 Attn:Austin Pratt Department of Natural Resources,Aquatic Resources Authorization to use bedlands,tidelands, or shorelands of navigable waters. Central Region Telephone (360)748-2383 Northwest Region Telephone (360)856-3500 Southwest Region Telephone(360)577-2025 South Puget Sound Region Telephone(360)825-1631 Northeast Region Telephone(509)925-8510 Southeast Region Telephone (509)925-8510 Olympic Region Telephone(360)374-6131 Headquarters Telephone(360)902-1100 US Fish and Wildlife Service, Endangered Species Act consultation Eastern Washington Telephone (509)765-6125 Western Washington Telephone (360)753-5835 for in Section 4.106. Where feasible, parking and loading areas shall be located away from the immediate water's edge. 5. Design of parking and loading areas shall assure that surface runoff does not pollute adjacent water or cause soil or beach erosion. 6. Advertising and signs shall comply with applicable policies and performance standards of this Master Program. 7. Water supply and waste disposal facilities shall comply with established guidelines, standards, and regulations. 8. New or expanded structures shall not extend more than thirty-five feet in height above average grade level except as provided for in Section 4.106 when such development will obstruct the view of--a substantial number of adjacent-residences or properties. 9. Parking facilities shall be designed to accommodate the level of the anticipated commercial activity. 10. Commercial developments that are not water dependent or water-related and portions of water-dependent or water-related developments which do not require water access or a shoreline location shall not locate or be constructed over the water except as provided in Section 4.106 unless said use or activity is clearly accessory to a water dependent or water-related development and no upland or structural alternative is feasible. 11. Upland commercial or industrial structures in Suburban or Conservancy designations shall be screened from view from adjacent residential or recreational areas by fences, berms, and/or vegetative buffers. 5.60 DOCKS, PIERS AND FLOATS Definitions Docks are fixed structures floating upon water bodies, secured to piers or to the shoreline. Piers are fixed, pile-supported structures secured to the shoreline. Floats are floating structures that are moored, anchored, or otherwise secured in the water but are not connected to the shoreline. Boat houses are covered structures used for the storage or moorage of watercraft. Fetch is defined as the distance of open water over which the wind blows, especially in the predominant direction of storms. Marinas are regulated under Subsection 5.110 Marinas. Mooring buoys are regulated under Subsection 5.130, Mooring Buoys. Floating structures associated with aquaculture projects are evaluated under Subsection 5.30 Aquaculture. Prohibited Uses and Activities 1. Docks, piers, floats, and boat houses to be used for residential purposes. 2. Docks, piers, and floats on streams and rivers, except for water-dependent uses. 3. Covered moorage or boat houses over water except within marinas. 4. Fill waterward of the ordinary high water mark or within a marsh, bog or swamp to accommodate a dock, pier, or float except as provided for in Section 5.100 Landfills. 53 r- 1 5. Docks, piers, and floats in the Natural designation, except to serve public access, interpretative, or observation areas. 6. Private, noncommercial docks and piers which extend waterward more than 15% of the water body width where boat navigation would be restricted, measured at high water to the closest opposite shore. Policies 1. The type, design, and location of docks, piers, floats and boat houses should be compatible with the shoreline area where they are located. Consideration should be given to shoreline characteristics, shoreline resources and processes, wind and wave action, tidal action, aesthetics, and adjacent land and water uses. 2. In order to reduce the proliferation of structures on the shoreline, mooring buoys are preferred over docks, piers, and floats. Joint-use docks, piers, and floats, whether new construction or expansion of existing facilities, are encouraged over private, single-user docks, piers, and floats. 3. The siting of docks, piers, and floats should be discouraged at locations where critical physical limitations exist, such as: gently-sloping bottoms; high wind, with fetch over one mile; wave or current exposure; high littoral drift; unstable and/or feeder bluffs; or very narrow bays. Examples of favorable locations include, but are not limited to Mystery Bay, Mats Mats, Port Ludlow, and Pleasant Harbor. 4. Docks, piers, floats, and boat houses should be designed and maintained to avoid adverse impacts to the environment and to shoreline aesthetics, and to minimize interference with the public use of the water and private use of private property. 5. Docks, piers, boat houses, and floats should be maintained to provide a reasonable level of safety to users. Performance Standards 1. Boats that are occupied shall not be permitted to moor at private docks, piers, and floats longer than three (3) days unless pump-out facilities are available in the immediate vicinity. 2. The design, location, and construction of docks, piers, and floats, as well as their subsequent use, shall avoid adverse effects on fish, shellfish, wildlife, marine vegetation, water quality, and geohydraulic processes. Construction methods shall minimize the use of materials hazardous to the environment. 3. All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. 4. Docks, piers, floats, and boat houses shall be designed and constructed to minimize hazards to users and to be capable of withstanding the historic extremes of wind, wave, and tides at their location. 5. Docks, piers, and floats shall be located, designed, and operated to minimize interference with the public use of the water and private use of private property. Floats and docks on lakes shall be preferred over piers. 54 6. Railings, if provided, shall be of clear or open framework design and conform to the Uniform Building Code where required. Utility service on docks and piers shall be placed on or under the deck. Overhead utility service is prohibited. Lig ting shall be shiel e to prevent unnecessary glare o - site and to minimize hazards to navigation. Overhead lighting for recreational structures shall be prohibited. 8. New waterfront subdivisions shall make provisions for the establishment of one or more joint use facilities. '9. An applicant for a new or expanded private recreational dock and/or pier shall provide for joint use with the owners of immediately adjacent shoreline properties, unless the applicant establishes that joint use is not feasible. Such joint use shall be defined by a mutually accepted and legally enforceable joint-use agreement that shall address, at minimum the following: a. Apportionment of construction and maintenance expenses, b. Easements and liability agreements, and c. Use restrictions. Prior to construction, the applicant shall provide documentation to Jefferson County demonstrating that the owners of the adjoining shoreline properties have been notified of this requirement. 10. Docks, piers, and floats shall be prohibited on streams and rivers, except for water- dependent uses. Such a facility shall be the minimum necessary for the purpose and shall be removed at the termination of the use. 11. Setbacks for accessory developments shall be as specified under Section 4.105 Urban, Section 5.50 Commercial Development, and Section 5.160 Residential Development. 12. Docks, piers, and floats shall be marked as necessary to avoid hazardous conditions for water surface users as specified by the U.S. Coast Guard. 13A. Private, non-commercial piers and docks shall extend from shore no farther than necessary for the intended use. The allowed length of a structure offshore from the ordinary high water mark shall be no farther than the distance necessary to reach 8.5 feet of water depth at mean low water tidal elevation (about 5 feet water depth at extreme low tide) or 125 feet perpendicular to the shoreline, whichever distance is less. For joint use facilities, the maximum length from shore shall be increased 35 feet for one or two additional moorages provided, and an additional 35 feet for three or four additional moorages, for a maximum permitted length of 195 feet. 13B. "T", "L" or finger docks shall be used when it is possible to provide the required moorage depth and spaces with less total dock length from the shoreline. 55 13C. Where there are existing docks and piers which exceed these length requirements e% within 300 feet of both sides of the proposed site, the length of the proposed structure may be as long as the average length of those docks and piers. In those instances where an existing dock or pier which exceeds these length requirements is within 300 feet of one side of the proposed site, the length may be the average between the allowed length specified in 13A above, and that of the adjacent structure. 14. Participation in joint use docks and piers shall be limited to lot owners in a subdivision with water frontage (Performance Standard Number 8) or owners of waterfront property in close proximity to one another (Performance Standard Number 13). 15. Docks and floats shall not extend more than three feet in height above the water nor exceed eight feet in width. Piers shall be constructed to the minimum height necessary above historic extreme high tide and shall not exceed eight feet iii width. 16. Total individual float area shall not exceed 160 square feet in size. 17. In areas of seasonal exposure to high wind and waves, docks and moored vessels shall be moved to a protected location during that time of year when high wind and waves are anticipated. 18. Docks and piers shall be setback a minimum of 10 feet from property lines except for joint use docks and piers, which may be located adjacent to or upon a property line when mutually agreed to by contract or covenant with the owners of the adjoining property, a copy of which shall be filed with the County Auditor and submitted with the shoreline permit application. 5.70 DREDGING Definition The removal of earth, sand, gravel, silt, or debris from the bottom of a stream, river, lake, bay, or other water bodies and associated wetlands. Maintenance dredging is the periodic or infrequent removal of material from existing dredged areas. Policies 1. Dredging should be controlled so as to minimize damage to existing ecological values and natural resources of both the area to be dredged and the area for deposit of dredged materials. 2. Long range plans should be developed for the deposit and use of dredge materials on land. Dredge material disposal sites in water areas should also be identified by local government in cooperation with the Washington State Departments of Natural Resources, Game, and Fisheries. 3. Depositing of dredge material in water areas should be allowed only for habitat improvement to correct problems of material distribution adversely affecting fish and shellfish resources, or where the alternatives of depositing material on land is more detrimental to shoreline resources than depositing it in water areas. 56 for in Section 4.106. Where feasible, parking and loading areas shall be located away from the immediate water's edge. 5. Design of parking and loading areas shall assure that surface runoff does not pollute adjacent water or cause soil or beach erosion. 6. Advertising and signs shall comply with applicable policies and performance standards of this Master Program. 7. Water supply and waste disposal facilities shall comply with established guidelines, standards, and regulations. 8. New or expanded structures shall not extend more than thirty-five feet in height above average grade level except as provided for in Section 4.106 when such development will obstruct-the view of-a-substantial number of adjacent-residences or-propei lies. 9. Parking facilities shall be designed to accommodate the level of the anticipated commercial activity. 10. Commercial developments that are not water dependent or water-related and portions of water-dependent or water-related developments which do not require water access or a shoreline location shall not locate or be constructed over the water except as provided in Section 4.106 unless said use or activity is clearly accessory to a water dependent or water-related development and no upland or structural alternative is feasible. 11. Upland commercial or industrial structures in Suburban or Conservancy designations shall be screened from view from adjacent residential or recreational areas by fences, berms, and/or vegetative buffers. 5.60 DOCKS, PIERS AND FLOATS 0 Definitions Docks are fixed structures floating upon water bodies, secured to piers or to the shoreline. Piers are fixed, pile-supported structures secured to the shoreline. Floats are floating structures that are moored, anchored, or otherwise secured in the water but are not connected to the shoreline. Boat houses are covered structures used for the storage or moorage of watercraft. Fetch is defined as the distance of open water over which the wind blows, especially in the predominant direction of storms. Marinas are regulated under Subsection 5.110 Marinas. Mooring buoys are regulated under Subsection 5.130, Mooring Buoys. Floating structures associated with aquaculture projects are evaluated under Subsection 5.30 Aquaculture. Prohibited Uses and Activities 1. Docks,piers, floats, and boat houses to be used for residential purposes. 2. Docks,piers, and floats on streams and rivers, except for water-dependent uses. 3. Covered moorage or boat houses over water except within marinas. 4. Fill waterward of the ordinary high water mark or within a marsh, bog or swamp to accommodate a dock, pier, or float except as provided for in Section 5.100 Landfills. 53 5. Docks, piers, and floats in the Natural designation, except to serve public access, interpretative, or observation areas. ir 6. Private, noncommercial docks and piers which extend waterward more than 15% of the water body width where boat navigation would be restricted, measured at high water to the closest opposite shore. Policies 1. The type, design, and location of docks, piers, floats and boat houses should be compatible with the shoreline area where they are located. Consideration should be -- — ----given to shoreline characteristics, shoreline_resources and processes, wind and wave action, tidal action, aesthetics, and adjacent land and water uses. 2. In order to reduce the proliferation of structures on the shoreline, mooring buoys are preferred over docks, piers, and floats. Joint-use docks, piers, and floats, whether new construction or expansion of existing facilities, are encouraged over private, single-user docks, piers, and floats. 3. The siting of docks, piers, and floats should be discouraged at locations where critical physical limitations exist, such as: gently-sloping bottoms; high wind, with fetch over one mile; wave or current exposure; high littoral drift; unstable and/or feeder bluffs; or very narrow bays. Examples of favorable locations include, but are not limited to Mystery Bay,Mats Mats, Port Ludlow, and Pleasant Harbor. 4. Docks, piers, floats, and boat houses should be designed and maintained to avoid adverse impacts to the environment and to shoreline aesthetics, and to minimize interference with the public use of the water and private use of private property. 5. Docks, piers, boat houses, and floats should be maintained to provide a reasonable level of safety to users. Performance Standards 1. Boats that are occupied shall not be permitted to moor at private docks, piers, and floats longer than three (3) days unless pump-out facilities are available in the immediate vicinity. 2. The design, location, and construction of docks, piers, and floats, as well as their subsequent use, shall avoid adverse effects on fish, shellfish, wildlife, marine vegetation, water quality, and geohydraulic processes. Construction methods shall minimize the use of materials hazardous to the environment. 3. All lumber and other materials treated with preservative shall be suffi&ently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. 4. Docks, piers, floats, and boat houses shall be designed and constructed to minimize hazards to users and to be capable of withstanding the historic extremes of wind, wave, and tides at their location. 5. Docks, piers, and floats shall be located, designed, and operated to minimize interference with the public use of the water and private use of private property. 1 Floats and docks on lakes shall be preferred over piers. 54 6. Railings, if provided, shall be of clear or open framework des Uniform Building Code where required. ign and conform to the 7• lUtilit service on docks and iers shall be .laced on utility service is --service i ited. Lighting shall be shielded to or under the deck. Overhead site and to minimize hazards to navigation. prevent unnecessary glare off- structures shall be prohibited, g Overhead lighting for recreational 8. New waterfront subdivisions shall make provisions for the establishment of one or more joint use facilities. '9. An applicant for a new or expanded private recreational dock for joint use with the owners of immediately adjacent shoreline shall provide applicant establishes that joint use is not feasible. Such joint use shall J oreline properties, unless the ---- mutually acce ted.. and_legally be defined by a P enforceable-joint-me--agreement that shall address, at minimum the following: a. Apportionment of construction and maintenance expenses, b. Easements and liability agreements, and c. Use restrictions. Prior to construction, the applicant shall provide documentation demonstrating that the owners of the adjoininhoreline propertieso Jefferson County g s of this requirement. P have been notified 10. Docks, piers, and floats shall be prohibited on streams and rive rs,dependent uses. Such a facility shall be the minimum necessaryfor theept foand shall be removed at the termination of the use. 11. Setbacks for accessory purpose and developments shall be as specified under Section 4.105 Urban, Section 5.50 Commercial Development, and Section 5.160 Residential Development. 12. Docks, piers, and floats shall be marked as necessary to avoid hazardous water surface users as specified by the U.S. 13A. Private, non-commercial piers and docks conditions for Coast Guard. necessary for the intended use. The allowed lengthexta structure frshore no farther than ordinary high water mark shall be no farther than the distance necessary to from the nary to feet of water depth at mean low water tidal elevation (about 5 feet reach 8 t extreme low tide) or 125 feet perpendicular to the shoreline, whichever distdepth at For joint use facilities, the maximum length from shore shall be increasedance is less. 35 f one or two additional moorages Provided, and an additional 35 feet for three oret for additional moorages, for a maximum permitted length of 195 feet. four 13B. "T", "j," or finger docks shall _be-used when it is possle to moorage depth and spaces with less total dock length from the shoreline. the required ine. 55 a. 13C. Where there are existing docks and piers which exceed these length requirements within 300 feet of both sides of the proposed site, the length of the proposed structure may be as long as the average length of those docks and piers. In those instances where an existing dock or pier which exceeds these length requirements is within 300 feet of one side of the proposed site, the length may be the average between the allowed length specified in 13A above, and that of the adjacent structure. 14. Participation in joint use docks and piers shall be limited to lot owners in a subdivision with water frontage (Performance Standard Number 8) or owners of waterfront property in close proximity to one another (Performance Standard Number 13). 15. Docks and floats shall not extend more than three feet in height above the water nor _exceed eight feet in width. Piers shall be constructed to the minimum height necessary above historic extreme high tide and shall not exceed eight.feet in width. 16. Total individual float area shall not exceed 160 square feet in size. 17. In areas of seasonal exposure to high wind and waves, docks and moored vessels shall be moved to a protected location during that time of year when high wind and waves are anticipated. 18. Docks and piers shall be setback a minimum of 10 feet from property lines except for joint use docks and piers, which may be located adjacent to or upon a property line when mutually agreed to by contract or covenant with the owners of the adjoining property, a copy of which shall be filed with the County Auditor and submitted with the shoreline permit application. 5.70 DREDGING Definition The removal of earth, sand, gravel, silt, or debris from the bottom of a stream, river, lake, bay, or other water bodies and associated wetlands. Maintenance dredging is the periodic or infrequent removal of material from existing dredged areas. Policies 1. Dredging should be controlled so as to minimize damage to existing ecological values and natural resources of both the area to be dredged and the area for deposit of dredged materials. 2. Long range plans should be developed for the deposit and use of dredge materials on land. Dredge material disposal-sites in water areas should also be identified by local- government in cooperation with the Washington State Departments of Natural Resources, Game, and Fisheries. 3. Depositing of dredge material in water areas should be allowed only for habitat improvement to correct problems of material distribution adversely affecting fish and shellfish resources, or where the alternatives of depositing material on land is more detrimental to shoreline resources than depositing it in water areas. 56 r !t JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION SDP95-0008 EXPANSION OF OLD ALCOHOL PLANT MARINA Ray Hanson,Applicant Steve Zuvela,Waterfront Construction Applicant's Representative A. APPLICATION SUMMARY Proposal: Applicants have proposed expansion of existing marina facilities and modification of the breakwater. The existing floating breakwater will be relocated to the area where there are now floating logs. The existing floating logs will be removed. There will be a concrete panel breakwater placed three (3)to four(4) feet from the bottom of the bay. This concrete panel will replace the floating breakwater. Steel I-beams will be installed for reinforcement. Floats will be placed outside the breakwater to provide greater public access and to reduce potential impacts over eelgrass beds. Sixty-two (62) additional moorage slips for a total of 143 slips will be provided within the harbor. The applicants have agreed to provide a public access corridor ten (10)feet wide and thirteen hundred (1300) feet long and record same in a permanent easement, consistent with Jefferson County Shoreline Master Program policy. Enclosed is a site plan depicting existing conditions (Exhibit A) and a site plan depicting the proposed expansion (Exhibit B). Project Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Legal Description: Parcel 901 014 007 Section 1, Township 29, Range 1 West, WM Water Body and/or Associated Wetlands: Port Townsend Bay Shoreline of Statewide Significance: Yes Shoreline Designation: Urban : : i . • course of review. Review by the Shorelines Commission is not required due to the fact that the proposal is a primary use in the Urban shoreline designation. Ownership: The current owner of the marina, the hotel and restaurant, and the DNR leases is KCS/Hadlock, Ltd. The original applicant, Mr. Ray Hanson, has sold the property and transferred all previous approvals and pending applications to KCS/Hadlock, Ltd. History: The site is adjacent to a 16.34 acre parcel that is used as a commercial hotel and restaurant at this time. The first Shoreline Substantial Development Permit granted was in 1978 for a breakwater for a commercial marina. In January 1983 a Substantial Development Permit was granted to construct a 48 slip marina addition. In August 1985, a Shoreline Substantial Development Permit was granted to construct 49 condominium units and continue renovation of the hotel and restaurant. There is an area of the parcel that has received preliminary plat approval in conjunction with a Shoreline Substantial Development Permit in October 1993. After a storm damaged the marina, an emergency Shoreline Permit Exemption was granted in March 1993 to repair the breakwater. Site Conditions: 1. The site is located at the southerly end of Port Townsend Bay, waterward of the Old Alcohol Plant, in Port Hadlock, Washington. A vicinity map is included in Exhibit C. 2. There is a low bank on the west edge of the site, along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20 to 30 feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to the bulkhead. A site map has been included in Exhibit D. 3. There is an eelgrass bed which was delineated by Applied Environmental Services (AES) in a report dated July 31, 1995. Two dives were performed and twenty transects spaced 40 feet apart of the area were established and recorded. When eelgrass was observed, the transect recording distance was reduced to twenty feet. Eelgrass density was measured by counting plants in a square meter area . 4. Two species of eelgrass were observed and mapped at the subject site. Closest to shore a dense band of Dwarf Eelgrass (Zostrea noltii) was observed, followed by a dense band of common eelgrass (Zostrea marina) which was present to the inner marina limits. The eelgrass survey included observation of other sea plant species and marine invertebrates. Marine invertebrates observed included hard shell'clams, geoducks, and two species of crabs. Marine vertebrate species included a preponderance of flat fish species. The eelgrass survey map is attached to this staff report as Exhibit E. , Existing Uses: 1. The site is currently used as a commercial marina. Long-term and transient moorage slips are available. The marina area is also used by a small boat sailing fleet, and local residents fish off Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 2 • • of the bulkhead. 2. The adjacent shorelands are occupied by the Old Alcohol Plant Restaurant and Inn, a commercial enterprise. Activity at the Old Alcohol Plant includes transient accommodations, restaurant, bar, and offsite betting facilities. There is on-site parking provided for both the Inn and restaurant businesses and the marina. Northerly of the site, shoreline uses include vacant land zoned for residential uses, and a marine estuary wetland. "Skunk Island" is located northwesterly of the project location. This is a small island which has been identified as being culturally significant to the Tsetsibus Indians. 3. There is access to the site through the Old Alcohol Plant properties. Charles Street connects the Old Alcohol Plant site to Oak Bay Road. Charles Street is a public road maintained by Jefferson County and Oak Bay Road is a State Highway. 4. The area around the subject parcel is zoned residential in the Jefferson County Zoning Ordinance. The Shoreline Master Program designates adjacent lands as Rural or Conservancy. Other similar development is not allowed in the surrounding area. Other Permits Required: 1. Hydraulic Project Approval. HPA#95-S 1600-05 was issued on March 15, 1996, Exhibit F 2. Army Corp of Engineers Section 10 permit# 95-1-01600, was issued on March 8. 1996, Exhibit G. 3. State of Washington Department of Ecology 4510 Water Quality Certificate Notices: 1. Notice of application was made by publishing legal notices in the November 1st and 8th, 1995 editions of the Port Townsend-Jefferson County Leader, posting the site, and notifying by mail the adjacent property owners. In addition, notification of the threshold determination required under SEPA was published February 14, 1996 in the Jefferson County Leader. Additional public notice was provided by the Army Corps of Engineers(ACOE) in November of 1995. (ACOE notice includes publication in local and regional papers, notification of affected agencies and notification of adjacent property owners.) The notice of application is consistent with the requirements of Master Program Section 6.402 Public Notice. State Environmental Policy Act Review: The proposal has been reviewed in accordance,with the Rules of the Washington State Environmental Policy Act (WAC 197-111 by Jeferson County as lead agency. 1. Two letters of comment from members octhe public were received by the lead agency on the SEPA checklist or determination. • One letter was received from E. Zahn asking the County to "insist that the extension of the Marina is not really wise" and suggesting that perhaps additional boats could be parked on the adjacent uplands. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 3 t • A second letter from the public was received in response to the SEPA notice, from Mark & Christine Parsons in support of the proposal to build a solid steel "I-beam" concrete slab breakwater, due to concerns about safety of the boats, in light of the storm damage received in 1990. 2. Agency comments included comments from Department of Ecology(DOE) received December 11, 1995 from Elizabeth Phinney, Environmental Review Department. DOE comments included: • A comment that additional permits may be required other than those noted in the SEPA Checklist. (These additional permits have all been applied for by the applicant and received.) • DOE requested additional information on the concrete panel breakwater, and that additional information be made available to the public concerning the existing conditions at the project site. (Additional site information was received by the applicant and made available as part of the public information file on the project.) • DOE raised a concern about the potential for piecemeal development in the area, and suggested comprehensive review of projects and impacts. (At this time, the Marina Expansion proposal is the only project in the immediate vicinity which is undergoing review by Jefferson County. Previously reviewed projects are in the process of being constructed, but have completed shorelines and environmental review. This project, as modified by the conditions of the Fish& Wildlife Hydraulic Project approval, combined with previously approved projects in the immediate vicinity does not present a risk of cumulative impacts.) • In an additional comment letter, DOE expressed concern about an inconsistency in the number of slips being reviewed with the proposed expansion. The inconsistency in the number of slips proposed was due to modifications to the proposed project resulting from Department of Fish& Wildlife review. The modification to the number of slips proposed is an insignificant modification, resulting in similar or lesser environmental impacts and does not require supplemental SEPA review. 3. Jefferson County issued a Determination of Nonsignifigance for the proposal on February 27, 1996. The determination states that the anticipated environmental impacts were adequately addressed in the environmental checklist and that the preparation of an environmental impact statement was not necessary. Site Inspection: Inspection of the site was made by a representative of the Jefferson County Development Review Division in March 1996. Written Testimony: Written comments were received from the following agencies and individuals concerning the Shoreline Substantial development Permit. Agency comment received addressing SEPA concerns was addressed in the SEPA process. Copies of the comments are attached. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 4 Public Agencies: Jefferson County Fire District No. 1, Comments incorporated as a condition. Individual Letters: (also referenced under SEPA review) E. Zahn 265 Fleet Street Port Ludlow, WA 98365 Mike and Christine Parson P.O. Box 1202 Port Hadlock, WA 98339 (Attached as Exhibits H) C. APPLICABLE SHORELINE MANAGEMENT PROGRAM POLICIES The Jefferson-Port Townsend Shoreline Management Master Program requires that a shoreline substantial development permit be issued by Jefferson County for development of the proposal. The following sections of the program apply in the review of the proposal: 1.20 Purposes; 4.105 Urban; 4.201 Primary Uses; 4.30 Shorelines of State-wide Significance; 4.40 Classification Table; 5.110 Marinas. Marina Policies (5.110): 1. Master Program Section 5.110 Marinas Defines Marinas as"...facilities that provide launching storage, supplies, moorage, and other services for six or more pleasure and commercial water craft." The proposal is consistent with this definition and subject to review under the policies and performance standards contained in Section 5.110 Marinas. The proposal is a marina, and marinas are considered as a primary use in the Urban designation by criteria established in Section 4.40 Classification Table of the Jefferson County Shoreline Management Master Program. The proposal is consistent withktl, s definition and subject to review under the policies and performance standards contained in Section 4.201 Primary Uses. 2. Master Program Section 5.110, states that special attention should be given to the design an development of fuel handling and storage. No fueling station is proposed. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 5 3. Section 5.110 asks Jefferson County to consider WA State Department of Fish and Wildlife and WA State Department of Health regulations. An approved Hydraulics Permit from the WA State Department of Fish and Wildlife is enclosed., their conditions will be referenced in the Shoreline Permit conditions of approval. 4. Section 5.110 addresses the need for considering the use of a floating breakwater rather than a conventional breakwater. This project is for a floating breakwater. Marina Performance Standards (5.110): 1. Most of the performance standards have been addressed in past permits 2. Standard number 4 was addressed in the eelgrass report and subsequent conditions listed in the WA State Hydraulics Permit Approval. 3. The marina does not interfere with adjacent properties; the owners of the marina also own 16 acres of the upland property: standard number 5. 4. Parking and loading areas are more than 200 feet from the shoreline: standard number 6. 5. A parking plan will be required as a condition of the permit, the Jefferson County Department of Public Works will require a stormwater management plan: standard number 7. 6. Provisions have been made for orderly launching, storage, and retrieval of boats in a prior permit: standard number 8. 7. Orderly circulation will be provided in the parking plan: standard number 9. 8. No fueling station is planned, so no provision is required: standard number 10. 9. The proposal includes the pump-out station and an existing sewage disposal system. A condition of the permit will be approval by the Jefferson County Environmental Health Department: standard number 11. 10. Performance standard number 12 requires that no more than fifteen percent of the wet slips within a marina be covered. This is a condition of the permit. Urban Policies (4.105): 1. Master Program Section 4.105 Urban Definition states that areas designated as urban are characterized by: ". . .high intensity land use, including residential, commercial and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land Lige is urban and urban services are available." Review of the official shoreline designation map and Shoreline Master Program text indicates that the proposal site is within the urban shoreline designation. The proposal is consistent with this section and subject to review consistent with the Urban Section 4.201 2. Master Program Section 4.105 Urban Policy 1 requires that development within the Urban Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 6 designation be for water dependent use and water enjoyment related use, which provides access to and enjoyment of the shoreline for a substantial number of persons. The State Department of Fish&Wildlife has requested that an existing requirement that an access easement for pedestrian use of Marina Floats and bulkhead be included, to allow additional opportunities for public use and enjoyment of the shoreline in this area. Consistent with the provision of a public access easement, this proposal is consistent with this policy, an easement will be provided as a condition of approval. 3. Master Program Section 4.105 Urban Policy 2 gives priority to efficient utilization of existing urban areas prior to further expansion into non-urban designated shorelines. This proposal provides additional marina facilities in an area already designated for those services. The proposal is consistent with this policy. 4. Master Program Section 4.105 Urban Policy 3 requires that pedestrian and visual access should be provided to and along the urban waterfront area. Public access to and along the water's edge should be coordinated in a walkway system and linked to adjacent existing or future walkways. This proposal includes dedication of public access to the end of the bulkhead, and is connected to public walkways which are being constructed consistent with previous shoreline approvals of residential housing and expansion of the Old Alcohol Plant Inn. Consistent with the provision of a public access easement, this proposal is consistent with this policy 5. Master Program Section 4.105 Urban Policy 4 requires that urban development should provide views to the water. By providing a public pedestrian access easement along the marina floats to the breakwater, public water views are provided. Consistent with the provision of a public access easement this proposal is consistent with this policy 6. Master Program Section 4.105 Urban Policy 5 requires that development not effect significant architecture or historic buildings. Consistent with Master Program policy, to proposed marina expansion does not effect significant architecture or historical,buildings. This was determined by the site visit. 7. Master Program Section 4.105 Urban Policy 6 requires that unique natural features of the urban shoreline are not effected by the proposed development. The proposal is consistent with this policy. Configuration of the floats has been modified Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 7 subject to provisions of the Department of Fish and Wildlife Hydraulic Project Approval, to avoid impacts to the Eelgrass beds, and to reduce existing potential impacts of the current float configuration on the eelgrass beds. 8. Master Program Section 4.105 Urban Policy 7 requires that adequate parking facilities be provided. The proposal is consistent with this policy, the applicant will provide a parking plan for Permit Center approval. 9. Master Program Section 4.105 Urban Policy 8 requires perimeter landscaping incorporated and maintained to screen parking facilities from shoreline adjacent properties. A landscape plan that incorporates native vegetation is a condition of the permit approval. 10. Master Program Section 4.105 Urban Policy 9 requires that development within the urban shoreline should be consistent with other adopted plans programs and policies. The proposal is consistent with this policy. Urban Performance Standards (4.106): The standards require that Urban uses be Water-dependent or Water related, include provisions which enhance the public use and enjoyment of the Urban Waterfront, including public access provisions which are permanent, protect private property, are suitability marked so as to inform the public as to the extent location and availability of access, and are completed and available for public use at the time of occupancy of the development. Additional performance standards, consistent with the above policy are also required, including standards for parking, views, fences etc. The applicable standards follow: 1. Standard number 3 requires public access that shall be of a permanent nature and dedicated to the public with a recorded easement. This is a condition of the permit. 2. Standard number 7 requires landscaping as part of the redeveloped parking area. This is a condition of the permit. 3. Standard number 8 provides that no barrier(fence, hedge, etc.) be greater than forty-two (42) inches high along the shoreline. This is a condition of the permit. 4. Standard number 9 is not applicable. • ..\‘N 5. Standard number 10 is addressed as a condition of approval. 6. Standard number 11 is not applica le to this project. 7. Standard number 11 is not applicable to this project. Primary Uses (4.201): 1. Primary uses are those which have been deemed to be preferred within a particular shoreline Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 8 environmental designation. Primary uses are presumed to be generally consistent with the policies and definition of the shoreline designation where it is located. We have reviewed the project and added conditions consistent with the policies and performance standards of the Shoreline Master Program. Shoreline of Statewide Significance Policies (4.30): In RCW 90.58.020 of the Shoreline Management Act, the legislature declared that the interest of all of the people of the state shall be paramount in the management of shorelines of statewide significance. Local governments in developing master program policies for shorelines of state- wide significance shall give preference for those uses in the following order of preference which: Recognize and protect the state-wide interest over local interest, preserve the natural character of the shoreline, result in long term over short term benefit, protect the resources and ecology of the shoreline, increase public access to publicly owned areas of the shorelines, increase recreational opportunities for the public in the shorelines, and provide for any other element as defined in RCW 90.58.100 deemed appropriate or necessary. The proposal, as modified by the State of Washington Department of Fish and Wildlife, and as conditioned by the provision of a permanent public access easement will increase recreational opportunities on public lands located on a shoreline of state-wide significance while avoiding impacts to shoreline resources and the natural character of the shoreline. The proposal in consistent with the requirements for development on shorelines of state-wide significance. Shoreline of Statewide Significance Performance Standards: 1. This development, as conditioned, complies with the provision of the Shoreline Master Program. 2. Standard number 2 is not applicable. D. RECOMMENDED CONDITIONS Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. Jefferson County Development Review Division staff recommend consideration of the following conditions which are intended to ensure compliance with the Shoreline Act and the Master Program: 1. Review and approval of fire supple sion measure shall be received from the Fire Chief prior to use or occupancy of the expanded facilities. 2. All requirements and modifications of the Hydraulic Permit Approval shall be followed. 3. All requirements and modifications of the Army Corps of Engineers Permit shall be followed. 4. All requirements of the WA State Water Quality Certificate shall be followed. 5. Pump out facilities shall be made available free of charge. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 9 Page 1 of 1 Stacie Hoskins From: Stacie Hoskins Sent: Friday, September 23, 2005 8:10 AM To: Stan Southworth Cc: Fred Slota; Roseann Carroll; Tom Aumock; Al Scalf Subject: Bonding and Inn at Port Hadlock Marina Hi Stan, Tom Aumock and I discussed the Inn at Port Hadlock Marina request to bond the fire protection improvements. Said improvements will require review by planning under the Shoreline Management Master Program. To date, I have not seen any of the construction plans. We cannot indicate what permitting will be required without seeing the plans. Please route copies to us. The applicant should apply for a pre- application. Regarding the bonding: I spoke with Jim Pearson of Public Works, and he outlined three methods of bonding they've used. 1. Bond: The applicant needs credit with a bonding company. Port Ludlow uses this, and the downside to the applicant is it's expensive. 2. Open Account Agreement: The applicant creates or has an existing account with money in it that they cannot access without county approval. 3. Irrevocable letter of credit: Public Works has forms we can use. The Inn at Port Hadlock would need an engineer's estimate and contractor's signed bid for the work. Usually, the bond would be 200%, and they would have 1 year to complete the work. A shoreline permit approval (SDP95-00008) has not been finaled, because they have not complied with condition #1, "Review and approval of fire suppression measure shall be received from the Fire Chief prior to use or occupancy of the expanded facilities." As this request to bond is for fire suppression measures, the request should be reviewed by the building department. (Bonding for road improvements in a subdivision is reviewed by Public Works even though the subdivision is reviewed by DRD.) Jim Pearson has offered to provide advice and examples, but ultimately the bonding will need to be determined by the Building Official with David Alvarez's review. Stacie C. 3fothins Development Services Manager, DRD Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone 360-379-4463 Fax 360-379-4451 shoskins@co.jefferson.wa.us 9/23/2005 loo•+/_ --.. .._., N.LocATrr rI.OAT --210'41 1 E�UCATFD LO I Vii, ruFlUC Ac cc.S PROPOSED CONCRETE w/ PUBLIC Acrrc. CXiSTING PILING PANEL 81iCAKWATER DOWN, r EXI'>ciNG PILING 11REAXWATER TO 3'-a' A80vE onttpu I/ BREAKWATER g• MIN j 23.6.x64. 3't,x6a = �' d 23TxA t 6' + j4 4?G. �_ 2O - ' t n; 2.31,--x64. ,',1 /'4p I I 0. o e 23'b xtia' {� _J • o rr P -.-4-G T32•f/- - 132'+/- trr, 1 'j r 75'+/- PROPOSED SEWAGE I7 132 - PU41P-OUT. r4' .4, PR Pf1SE0 4 4. -� 32° r'_ �I -.....-y° AW�l1T4UN5 "- .. i i ` i i i t t + • 140' i I I. • i 1 II Lt11;rctt . : i ' # i t 16 _� L— 1.10'♦/- ••EXI;TING ...._,„..;,...____-- - ,--,03,, .__110'x/.. '. _.it 50' �. $ -00., SECTIONS 03 1 � -2 �. - � i - 1. r su / / �,-. -•+' L_��a' , "_~ 1111E 111P111111UI11iIIllli 43` I l\. -' _ . . n L0C.1TE (2) 1 ',\r k--:'711'7—:-. 1F SAfI(TnAT r / � MERE a II I olr+Lno `" �_ - or P1rr, •i 1 .1\ is au um ow am i r.- - c N 1 �1 1 TO HEAOjOf NCR N7 1 5 N6 Y. `4.:_�' UNE Of U.M.W. � � ; : N 3 C I ▪ .I. soimiN2 1 11 • • '` _. . -- _� s1 t u R al 10 ew w�ErtS4 I �' 53 S r 5s ° CONSTRUCTION COWA NY the � S8 S9 KIRKLAND, VA P/i P—.„r0 EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE 1"- 120' PAGE:5 OF 1 SATE: a-23-95 CO °d 98£8L2890Z i 'ON Xu. NOLL3f181SNO0 1NO3.d33IUM0. [ NOW 96-E N11C 6. No more than fifteen(15) percent of all wet slips shall be covered. 7. A permanent access easement shall be dedicated. The purpose of this easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public for the life of any and all commercial projects, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs, and assigns to close the dedicated areas between the hours of dusk and 8:00 a.m. each day and when required by weather conditions for public health and safety reasons. The dedication shall require the Dedicator, heirs, and assigns to maintain the easement in for as the life of the project, including all future commercial uses, in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center Development Review Division and recorded with the Jefferson County Auditor prior use or occupancy of the proposed expansion. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3a, b, c, & d prior to use or occupancy of the expanded facility. 8. All State Department of Health sewage treatment permits shall be approved and copies shall be provided to the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 9. The applicant shall obtain any permits and approvals for any expansion, redesign, or other modification to the sewage disposal system from the Jefferson County Environmental Health Department prior to use or occupancy of the facility. 10. The applicant shall install any upgrades or modifications, if required by the Environmental Health Department, to the sewage disposal system prior to use or occupancy of the facility. 11. All WA State Department of Ecology Water Quality Modification Permits shall be obtained, if required by the state, and on file with the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 12. A parking plan shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval for thirty-one (31) additional parking spaces located outside the 200 foot shoreline jurisdiction within six (6) months of the issuance of this permit. 13. A stormwater plan and applicable fees shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval by the Jefferson County Department of Public Works. 14. The parking plan and the stormwater plait-shall be implemented by the applicant, inspected by applicable Jefferson County staff, and approved prior to use or occupancy of the facility. 15. Thirty(30) days prior to expecthse or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to go over the conditions and schedule site inspections. 16. Five (5) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to review that all remaining Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 10 conditions have been met. E. CONCLUSIONS OF LAW The decision to issue or deny an application for a shoreline substantial development permit should be based on the proposal's consistency with the Shoreline Management Act and the Jefferson- Port Townsend Shoreline Management Master Program. If the Board of County Commissioners decides to issue a permit for the proposal, the Development Review Division staff recommends the adoption of the following conclusions: 1. The proposal, as conditioned, is consistent with the purposes and goals of the Shoreline Management Act and the Jefferson-Port Townsend Shoreline Management Master Program. 2. The proposal is consistent with Shoreline Master Program Section 4.105 Urban Designation. 3. The proposal, as conditioned, meets the approval criteria for primary uses as set forth in Shoreline Master Program Section 4.201 Primary Uses. 4. The proposal is consistent with Shoreline Master Program Section 4.30 Shorelines of State- wide Significance. 5. The proposal, as conditioned, is consistent with Shoreline Master Program Section 5.110 Marinas. 6. The public notices of application for a shoreline substantial development permit are consistent with the requirements of Master Program 6.402 Public Notice. F. STAFF RECOMMENDATION Based on the preceding findings and conclusions, staff recommends finding that the proposal, as conditioned, meets the primary use review criteria and that the Board of County Commissioners approve the issuance of a shoreline substantial development permit for the proposal. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 11 o a 723'± EXISTING FLOAT 202'+/- EXISTING FLOAT W/ PUBLIC ACCESSW/ PUBLIC ACCES PROPOSED PROPOSED EXISTING EXISTING PILING EXISTING CONCRETE 70' EXTENSION EXTENSION BREAKWATER PANEL BREAKWATER EXISTING PILING f�,�.. BREAKWATER M= / )1‹.: 23'6"X64 :'.7\i------' _ ,mi_____„,--_, 7-`7 25'X64' ` f �+ 23'6"X64' 1 - 22'X64' I 60' nP �I`� 00 312'+/- _ 312'+/- �� 1/ 75'+/- -°"_ MOVE 18" SHOREWAR4 EXISTING SEWAGE 4 - PUMP-OUT. i 287' T____. 292'± I _ _ r 7 80' -`--' `-/- 81 0' L _ _„ , _ _ _ _ , _ _ _ _ _ _ _ _ _ _ .. _ __ 50' - r 189' -t 264't -I 40' = 40' . • - •- •• • •• •• . _ - L—_,—....--,_—_—_-----4 .„.% .� uun m�nm �.� SAILBOAT FLOATS 845•+/- - EELGRASS BEDS O BREAKWATER • . _ WALL — EELGRASS BEDS — • 480' • _ _ • -• TO HEAD OF PIERS - LINE OF M.H.W. — PROPOSAL IS TO ADD (2) 10' X 4'-4" FLOAT SECTIONS TO THE TWO OUTBOARD FINGERS. MOVE ONE EXISTING = FINGER FLOAT 1'-6" SHOREWARD. I W JILT ERlL RO CONSTRUCTION COMPANY INC. KIRKLAND, VA PH 206-828-3600 PROPOSED:ADD (2) 10' X 4'-4" ADDITIONS SCALE: 1"= 120' 1 2 1 D W APPROVED EXISTING ADDITION TO MARINA SO FT=13,589 U PROPOSED EXTENSION SO FT=87 PAGE: t DF 2 DATE: 1-2-97 PERCENT ENLARGEMENT ABOVE APPROVED SO FT=0.64% J JEFFERSON COUNTY PERMIT CENTER I h PROPOSED \ EXTENSION t4 /-- (k \ '/ A 4'4" 10' 1- 64' / \ TYP / r 23' 6" 23'6"X64' 160' f \ /23'-6" 23'6"X64' - _ 6' \ / \ / N. / 4' 4" WALERS DECKING ;1,,'II ",,�� FACIA 71/1 Irk WATER LEVEL FLOAT TUB FOAM FLOTATION SECTION VIEW\ PROPOSED / 10' EXTENSION / \/ \_f 64' --1 L- 10' 4'-4" TYP 25'X64' 25' ( --\-- ___._ 60' 1 1 22'X64' 22' \ / PROPOSED: / ADD (2) 10' X 4'-4" ADDITIONS J\ MOVE 18" SHOREWARD J / IN: N. / AT: \ ..... ° COUNTY :D By ,TE„:ST: WASHINGT01),1 APPL. BY: PAGE: 2 1 DATE: 1-2-97 JEFFERSON COUNTY PERMIT CENTER Y- ~ r 700'+/- 2t0,+/- RELOCATED FLOAT W/ PUBLIC ACCES RELOCATED CLEAT PROPOSED CONCRETE W/ PUBLIC ACCESS] EXISTING PILING ._______H_j-- MIN EXISTING PILING PANEL BREAKWATER DOWN BREAKWATER BREAKWATER TO 3'-4' ABOvE BOTTOM iiilr4r.-•rii�+iairiiAurrdry. .�rao� 23'6-X64' _ 1 �rpriarii—y I — ; / 120'��- 60' �— 23'6"X64' / 1 1 1 6' I 1 1 1 40' 1 54 I 1 23'6-X64' 60' ••••••••••••••-•-•-•-•-•20 t 40. I 54' 1 I I I I 1 1 1 I.r6--- 23'6"X64' i I 1 I I 1 1 J -� 6 4'4 " J �E-4'-4- I Ty�L6 —a'—a' 132'+/- TIT 75'+/- PROPOSED SEWAGE PUMP-OUT. x4'-4- 411 32' -- 32' r- TI r-6' a'-4-�� r ■ - - j 11 PROPOSED - - • ADDITIONS 6 ■I ■I I I 1 1 ill j i 1 ; • I i ■ 1 • I I ■ ■ i ■ ' ,� 80' y_- . _ i 34' I • I 6' _ 1 I 16 —___:_..1'- 1------ `� Li 3 ■ 8'-4 1�--- 730'+/ —J �.--130'+/---J 50' EXISTING 50' = SECTIONS J r-103•±---1 r • r i i ■ ■ i i 1 1 1 40' _ T ■ • ■ 24' ■ ■ ■ ■ i ■ ■ ' 1 �� - r ■IIAIIGIDIi/�I�Nlllmlli 43' i •.:. i i i i 22' ■ r 30'± i ! ! ! ! ! LOCATE (2) SAILBOAT 1 :1 •. fL0AT5 1 L' ' : '�' I • HERE monol mom " - : -- - -: is me TO HEAD ' w• Of PIER m is wam 1 �. -[ j NiO\ N9 _ _ F TO HEAD Of PIER I N7 l\I 95 . N4 '` f LINE Of M.H.W. L ` Nell j N3 N2 • N1 = FIGURE :+ 1 S1 w w IN ma um me is yVAT. 'R�NT' S6 CONS ND wA PH. 206-828-36 0 S8 S7KIRKLAND PURPOSE: EELGRASS TRANSECTS & EELGRASS BED LOCATIONS DATE: g_23-95 SCALE: t'= 120' PAGE:3 OF i DASFLOH LTUBS FLOTATIONREPRESENT 5/B" GALV TUB LENGTH - r COMPRESSION TYP Q THRU R005 0/C TYP SOLID BLOCKING EMIRINMEMINMNSI � I I l>< DOUBLE WALER a , 210'0111M-- ,r FLOAT TUB W/- STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL P:LE 3X NAILER IF 2-1/2' GALV HOOP STEEL TEEL DECKING VINYL DECKING USED BWITH 1/2 OLE DED TO_ FRAME O BOLTS 1-1/2' r 5-1/8 X 9-1/2 _ ,`I� GLU-LAM �.�I�i�-��I11•111111101& WATER •• O 11l►1►11 SOLID BLOCKING FLOAT TUBS 5/8" GALV DOUBLE WALERS COMPRESSION UTILITY RUN THRU RODS d p UNDER DECK d SOLID BLOCKING MOLDED PLASTIC FOAM FLOTATION FLOAT TUB111 4'-4"+/- SECTION trig' I 111111111.1.11111lo 4 t 5/8' CALM STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DEG:ING USED 2X6 DECKING 0� 6't 1111•111, • FZ�\S��95 3X8 WALERS l l. 2X4 FACIA OR GLU-LAMS ITANIMMINE 12 SOLID BLOCKING d ° COMPRESSIONTHRU RODS UTILITY RUN PROPOSED. UNDER DECK PORT HAOLOCK INN & MARINA NEAR HADLOCK, FORT a o ° MOLDED PLASTIC TOWNSEND BAY FLOAT TUB FOAM FLOTATION IN: 6' +/- SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE: 9-1 1-95 • cn t 1 0 d J Zet Y ! 1 n Z :s. CJ V7 N :-1 C.-1 17 4s ng b R' S�R v x D o r o . z >, a Lid i C c I ,ia 0 0J ov..+ 4 ilk 11 � ' ?jIL F :1-1v ° n:a 11 1 L I j O E41 � �+H c_, „4 VI I N I14 t 1o Ni L - 1it • Ff \t$ atimmoil i ,,, ,i i — ____ p d g -in °o (ricn I,_ / I - x !Wt 7 t 11 • I aJ I . JI . ,II i a 0 1 U3 1 0 I t •I ili.11.1taVt- - ---- 1.M' 7 J r\,,Cf1 ., 1_,:r- L. 1 i —1, _t___. ------r„. (LE,a, . si - , ,- , k , 1 i , \ o ± !2 i I ZRroC.4 I= y41 IA a xi. i • "t..`g a N +80- — wi ie 8.5' op- ''',•.•.‘*,... - It -_____ �' ACX"� SEL 76 .d AMO ri►4 AS{a.aMy -4.5' Z. :-. - _ _ -4.5 •t7o _ lini -200 wG�w� _� + i ".*IL �• �Y vNRiE3 -- ii i`7,+.-;' I - - 7 a 2• - rL,,'s ATTER Ani fliPC ALE • -So" ALT ER ATE . A FIXED PANEL BREAKWATER _,e Z PANEL rd - 10CONNECTION �LAT� P.N= P1Lt' . 1 • f, 1 �i j APEA+.t,rl. I r f _'nFtp ' •� ` ] NC/Sr TYR I/ -.mac__ , PtoE 3ATTER IT` f` fa A: ALP ERRApE F ALTS � ATE C.?� �ATrc .. CONr�t. ELLE AN t_ .CONNt. 95-1 -In fln IN P:,,,L Tvwuscttd, I'Tear naniocx County: Jefferson State: WA Application by: Ray Hansen ------- Sheet 6 of 6 Revised 12 Feb 96 61-eRFR. , WATERFRONT CONSTRUCTION CO. , INC. P. 0. BOX 3208 KIRKLAND, WA 98083 1 R (206) 828-3600 FAX C206) 827-8386 January 3 , 1997 � FEB I 8144 JEPERMI0T CE UERTY Lauren Marks Jefferson County Planning Department Re : Port Hadlock Marina Revision to permit #SDP95-0008 Dear Ms . Marks : Acting as the agent for KCS/Hadlock, Ltd. , owners of Port Hadlock Marina, I would like to request approval for a revision to the above referenced permit . The proposed revision will extend the two most northerly fingers from 4 ' - 4" x 64 ' to 4 ' - 4" x 74 ' . Also, the center 4 ' - 4" x 64 ' finger float on the easterly pier will be moved shoreward 18" + . This will increase the outboard slip width from 23 ' - 6" to 25' and decrease the shoreward slip from 23 ' - 6" to 22' wide . The proposed revision is consistent with the standards for revisions set forth in WAC 173-27-100 . If you have any comments or questions on the proposed revision please call me at (206) 828-3600 . Thank you. Sincerely, 41011P ;444)4,4L Steve Zuvela Permit Coordinator Waterfront Construction Inc . SZ/ag f JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90 .58) PERMITTEE: KCS/HADLOCK, LTD. DATE ISSUED: May 23, 1997 ORIGINAL PERMIT ISSUED: 06/04/96 TYPE OF USE: PR CASE NUMBER: SDP95-0008 REVISION APPLICATION DATE: September 12, 1995 PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 62 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . Revision 5/23/97:extend the most waterward fingers 10' and move one other finger shoreward (see attached drawing) . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: Yes SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: NOTICE: 1 . This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90 .58 .140 (8) . 2 . The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90 .58 .230 . 3 . This revised permit is effective immediately or, when appropriate under WAC 173-14-064 (5) , upon action by the Washington State Department of Ecology. Appeals shall be in accordance with RCW 90.58 .180 and shall be filed within thirty days from the date the revised permit is filed with the department of ecology or, when ecology's final decision is transmitted to the Jefferson County Board of Commissioners and permittee. Development undertaken pursuant to that portion of the revised permit not authorized under the original permit shall be at the permittee's own risk until the expiration of the appeals deadline. If an appeal is successful in proving that the revision was not within the scope and intent of the original permit, the decision shall have no bearing on the original permit. 4 . Development or substantial progress toward the revised development shall begin within two (2) years from the date of the revision and completion of the permitted activity shall be accomplished within five (5) years from the date of the revision. 5. Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90.58 . rs 10 ler . VI%) rrard E. o'tk , air1= fferson County Board • Commissioners SDP95-0008 V Item for the Consent Agenda TO: JEFFERSON COUNTY BOARD OF COMMISSIONERS FROM: W. Lauren Mark, Associate Planner DATE : May 28, 1997; FOR WEEK OF June 2, 1997 SUBJECT: Shoreline Substantial Development Permit REVISION DESCRIPTION: REVISION to Permit number SDP95-0008; an approved and issued permit. LEGAL DESCRIPTION Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West in Jefferson County, Washington. ISSUE : There are no issues regarding this proposed revision. BOARD OF COMMISSIONERS ACTION: Request the Board of Commissioners to consider one of the following courses of action: 1 . After examining the request and accompanying materials, BOCC may adopt the staff' s recommendations and approve the permit revision; or 2 . determine that a public hearing will be held by the Board and direct the Development Review Division staff to publish notice of said public hearing, and further determine that the Board will adopt its own findings prior to approving or disapproving the request; or 3. remand the application to staff for further review. DEVELOPMENT REVIEW DIVISION RECOMMENDATION: 1 . Adopt and approve the request for permit revision. P-CERFR� WATERFRONT CONSTRUCTION CO. , INC. P. 0. BOX 3208 Ne/-A- �� KIRKLAND, WA 98083 (206) B2B-3600 FAX(206) 827-8388 April 29, 1997 _ v i 1997 s k r,scl;i COUNTY Lauren Marks "''6`Eta R Jefferson County Planning Department Re : Port Hadlock Marina Revision to permit #SDP95-0008 Dear Ms . Marks : Acting as the agent for Port Hadlock/ K.S . C. , owners of Port Hadlock Marina, I would like to request approval for a revision to the above referenced permit . The proposed revision will extend the two most northerly fingers from 4 ' - 4 " x 64 ' to 4 ' - 4 " x 74 ' . Also, the center 4 ' - 4" x 64 ' finger float on the easterly pier will be moved shoreward 18" ± . This will increase the outboard slip width from 23 ' - 6" to 25' and decrease the shoreward slip from 23 ' - 6" to 22' wide . The proposed revision is consistent with the standards for revisions set forth in WAC 173-27-100 . If you have any comments or questions on the proposed revision please call me at (206) 828-3600 . Thank you. Sincerely, 411101P I , ;a/111-4 Steve Zuvela Permit Coordinator Waterfront Construction Inc . SZ/ag �ggON co 4 ' \� y JEFFERSON COUNTY PERMIT CENTER 4 -ra 621 Sheridan Street, Port Townsend, WA 98368 x,50 June 12, 1997 Connie Lambert Department of Ecology, Shorelands Office P 0 Box 47775 Olympia WA 98504-7775 re: Revision to Shoreline Substantial Development Permit SDP95-0008 KCS/Hadlock, LTD. Dear Ms. Lambert Enclosed are the following documents for the above referenced permit revision approved by the BOCC on June 3, 1997. 1. Staff Recommendation dated 5-28-97; 2. Application for Revised SDP; 3. Detailed drawings; 4. Cover letter from applicant describing proposed permit revision. Please contact the Permit Center at 360-379-4464 if you have any questions or need further information. Sincerely, 77,7,,>5!_y ' Lauren Mark Associate Planner cc: Jim Brennan, WDFW Steve Zuvela, Waterfront Construction Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach Inspections Water Review & Shoreline Permits Permits & Addresses (360) 379-4450 FAX: (360) 379-4451 JEFFERSON COUNTY PERMIT CENTER - 621 SHERIDAN ST., PORT TOWNSEND, WA 98368 APR 2 91997 (360) 379-4450 1-800-831-2678 yy J( 4Y1 LU,I ! No, REVISED SHORELINE SUBSTANTIAL 0 LA W DEVELOPMENT PERMIT APPLICATION NO. `SD f' - c 13 1997 JEFFERSON COUNTY The Washington State Shoreline Management Act (RCW 90.58) requires that revisions to permittettiMilbataiifial developments within designated shorelines of the State comply with its administrative procedures (WAC 173-14- 064) and the provisions of the Jefferson County-Port Townsend Shoreline Management Master Program. Please answer the following questions completely. Print in ink or type. APPLICANT: John Cannon, Port Hadlock/K.C.S. , Ltd. C/O The Old Alcohol Plant ADDRESS: 310 Alcohol Loop Road Port Hadlock, WA 98339 TELEPHONE: (home) (business) 360-385-6955 REPRESENTATIVE/CONTACT PERSON: Steve Zuvela/Waterfront Construction ADDRESS: 75 State Street Kirkland, WA 98033 TELEPHONE: (home) (business) 828-3600/827-7784 DIRECTIONS 1. Answer all questions completely. Contact the Jefferson County Development Review Division for aid in filling out this application and for instructions on further administrative procedures required to complete processing. 2. Attach any additional information (reports, studies, maps, illustrations, leases, permits, etc.) that may further describe the proposed revision or be required by Jefferson County, in addition to the revised development plan. 3. Check with appropriate departments to determine if the proposed revision requires additional permits or approvals. A revision permit issued under the Jefferson County-Port Townsend Shoreline Management Master Program will not excuse a permittee from compliance with other local, state, and federal ordinances, regulations, or statues applicable to the proposed revision. REVISED DEVELOPMENT DESCRIPTION PROPERTY (identify changes in the description of the property as described in the original application, including the legal, ownership, and natural and cultural features): The changes proposed are to extend the most waterward fingers by 10' and move one other finger slightly shoreward. REVISED DEVELOPMENT (identify and describe the proposed revision, including the type of materials to be used, construction methods,.principal dimensions, and other pertinent infcrmation): Two existing finger piers will be extended from 4'-4" X 64' to 4'-4" X 74' . One other 4'-4" X 64' finger will be moved 1 '-6" shoreward of its existing location. See attached drawings for the fingers which will be modified. The proposed finger extensions will match the existing finger pier construction method and materials. USE (commercial, residential, recreational, etc.): Commercial ESTIMATED COST/FAIR MARKET VALUE: $2,350 +/- COMPLETION DATE: ASAP REVISED DEVELOPMENT PLAN f Using the original development plan, illustrate and identify the proposed revision to the permitted development. ACKNOWLEDGMENT • I hereby declare, to the best of my knowledge and belief, the foregoing information and all attached information is true and correct. � '/i ,L, /i/. 4/29/97 (aut j•*ized signature) (date) Steve Zuvela/Waterfront Construction Application Fee $ /6�, , o c Eeceipt Nf Cash/Check No h:\home\pincntr\infopIng\shorrev.doc - 723'± EXISTING FLOAT - 202'+/- EXISTING FLOAT PROPOSED W/ PUBLIC ACCESS EXISTING CONCRETE W/ PUBLIC ACCES PROPOSED 10' EXTENSION EXTENSION EXISTING PILING PANEL BREAKWATER EXISTING PILING ��_ BREAKWATER BREAKWATER ,jam` 411.11.11.11111.1 / a a Ila ` / 23'6"X64' s r _ 25'X64' ` 60' I ` I - - - ( � 60' '23'6"X64' ' _ _ ;y 22'X64' / + 4.4, N. i TYP S•%. a," 312'+/- — 312'+/- �` ..1./ 75'+/- --1-'-------- �� MOVE 18" SHOREWARTT EXISTING SEWAGE _ , : _- PUMP-OUT. � 2, _87' 292'± I - -: ( 1 ► 80' 80' _1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 50' - 189' E- 264'± 1 7 7 - - - 72-1/000 40' - - - 40 \ e o 0 o o IIIIIIilllllli IIIIIIi1lllllll SAILBOAT FLOATS M 8 • • O .••- = EELGRASS BEDS • • • • • • • • • • • • • O BREAKWATER - WALL - EELGRASS BEDS - J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 480 .TO HEAD OF PIER .ti LINE OF M.H.W. - PROPOSAL IS TO ADD (2) 10' X 4'-4" FLOAT SECTIONS • •• - TO THE TWO OUTBOARD FINGERS. MOVE ONE EXISTING FINGER FLOAT 1'-6" SHOREWARD. WATERFRONT CONSTRUCTION COMPANY INC KIRKLAND VA PH 206-828-3600 PROPOSED:ADD (2) 10' x 4'-4" ADDITIONS SCALE: 1"= 120' APPROVED EXISTING ADDITION TO MARINA SQ FT=13,589 PROPOSED EXTENSION SO FT=87 PAGE: 1 OF 2 DATE: 1-2-97 PERCENT ENLARGEMENT ABOVE APPROVED SQ FT=0.64 1 PROPOSED // \ EXTENSION 1 \ \ / A 4TYP'4"J f 10' L._" 64' / 23'-6" 23'6"X64' I I 1 /- 60' /123'-6" 23'6"X64' \ I I / \ / N. 4'-4" \ WALERS DECKING rj.kr ........7..; ,/,--FACIA WATER INIIIIIMMII LEVEL I FLOAT TUB _ FOAM FLOTATION SECTION VIEW PROPOSED / 10' EXTENSION / V A t --� 10' \44J / 64' TYP 25'X64' 25' I I 60' \ - // 22'X64' 22' / \ \ PROPOSED: / ADD (2) 10' X 4'-4" ADDITIONS \ MOVE 18" SHOREWARD' / IN: N. / AT: \ / COUNTY OF: KING STATE: WASHINGTON APPL. BY: PAGE: 2 OF 2 DATE: 1-2-97 11 723'± EXISTING FLOAT 202'+/- EXISTING FLOAT PROPOSED W/ PUBLIC ACCESS I EXISTING CONCRETE W/ PUBLIC ACCES 10' EXTENSION PROPOSED ` EXISTING PILING PANEL BREAKWATER EXISTING PILING EXTENSION - BREAKWATER BREAKWATER= :i . ` ` L I �" ---�1__`' v -ter-- �—_T-� / -25'X64' 23'6"X64' I ' 60' I r , __ i ' 60 �; 23'6"X64' 1 22'X64' l - - - TTYP�N`�_./� 312'+/- _ 312'+/MOVE 18" SHOREWAR6 ...1.' 75'+/- _�EXISTING SEWAGE = PUMP-OUT. r 287' = 292'± Ile r _ _ 80L' __E -' _,_ _- -__ U`_/-.1. - Ls 80' __,_ _._ - - - -j 50' 189'-7---- L----'2".- 2 64'± 40' , i • ' • - =J • IIIIIUIIIIIIIIm • - . - ^' SAILBOAT 1FLOATS 1,111111' ASS BEDS 845'+/- TO BREAKWATER - WALL = EELGRASS BEDS - . . TO HEAD OF PIER LINE OF M.H.W. = PROPOSAL IS TO ADD (2) 10' X 4'-4" FLOAT SECTIONS • • - TO THE TWO OUTBOARD FINGERS. MOVE ONE EXISTING FINGER FLOAT 1'-6" SHOREWARD. I WATERFRONT CONSTRUCTION COMPANY INC, KIRKLAND, VA PH, 206-828-3600 PROPOSED:ADD (2) 10' X 4'-4" ADDITIONS SCALE: 1"= 120' APPROVED EXISTING ADDITION TO MARINA SQ FT=13,589 PROPOSED EXTENSION SQ FT=87 PAGE: 1 OF 2 DATE: 1-2-97 PERCENT ENLARGEMENT ABOVE APPROVED SQ FT=0.64% i PROPOSED \ EXTENSION /\6( \ 4'4"i/ 1o'--i I--- 64' / \ TYP /// 23'-6" 23'6"X64' I 60' I 23'i-6" / 23'6"X64' / / N. / 4,-4" DECKING �� WALERS A FACIA ri M/ WATER LEVEL FLOAT TUB ------ FOAM FLOTATION / ,7- PROPOSED SECTION VIEW / 10' EXTENSION / 1 \ L 64' ,-.J 10' \ 4J / TYP 25'X64' 25' I 1 60' 1 // i / - 6' 22'X64' 22' PROPOSED: \ / i / ADD (2) 10' X 4'-4" ADDITIONS MOVE 18" SHOREWARD' / IN: / AT: COUNTY OF: KING STATE: WASHINGTON / APPL. BY: PAGE: 2 OF 2 DATE: 1-2-97 P'�ERFRO WATERFRONT CONSTRUCTION CO. , INC. (� P. O. BOX 320B KIRKLAND, WA 98083 S7"R (206) 828-3600 FAX (206) B27-8388 Date: January 3, 1997 To: Monica MacGuire Jefferson County Planning Dept. Re: Port Hadlock Marina Revision to Permit # SDP95-0008 Dear Ms. MacGuire, Acting as the agent for KCS/Hadlock, Ltd., owners of Port Hadlock Marina, I would like to request approval for a revision to the above referenced permit. The proposed revision will extend the two most northerly fingers from 4'-4" X 64' to 4'-4" X 74' . Also, the center 4'-4" X 64' finger float on the easterly pier will be moved shoreward 18" +/-. This will increase the outboard slip width from 23'-6" to 25' and decrease the shoreward slip from 23'-6" to 22' wide. The proposed revision is consistent with the standards for revisions set forth in WAC 173-27-100. If you have any comments or questions on the proposed revision please call me at 828-3600, thank-you. Sincerely, Waterfront Construction 511.4)-6Q-6L- Steve Zuvela Permit Coordinator cc: Connie Lambert, Dept. of Ecology William H. Backous, Dept. of Ecology John Boettner, Dept. of Fish & Wildlife Jack Gossett, Army Corps of Engineers D F jAN _ 6 J 7EC PERMIT CENTER �� 6,=,u`J 19, C:- �5 d-q'-16 f e IN THE BOARD OF COUNTY COMMISSIONERS IN AND FOR THE COUNTY OF JEFFERSON IN THE MATTER OF an application ) for approval of a shoreine substantial ) development permit#SDP95-0008 for ) FINDINGS, CONCLUSIONS, Ray Hanson to modify the existing ) AND DECISION breakwater and construct additional floats ) at the Old Alcohol Plant Marina ) Board of Commissioners Decision: We have reviewed and considered the referenced application and the staff recommendation to remand the application for further review. We hereby: adopt the findings of the staff and grant approval of the referenced shoreline substantial development permit. determine that a public hearing will be held by the Board and direct the Development Review Division staff to publish notice of said public hearing, and further determine that the Board will adopt its own findings prior to approving or disapproving the request. remand the application to the Development Review Division for further review. DATED THIS ,,0 DAY OF MAY, 1996 JEFFERSO`►�• BOARD O' 8t I ,I • ' ' 7i. II E. 'OJT, Chairm ilirWar ' -H ON, Member 1 GLEN HUNTIN 0 '.8, Member ATTEST � (��1"• 4Q,P 4kQ1/ LORNA L. DELANEY (C--- Clerk of the Board JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PERMITTEE: WATERFRONT CONSTRUCTION DATE ISSUED: May 20, 1996 TYPE OF USE: Conditional CASE NUMBER: SDP95-0008 APPLICATION DATE: September 12 , 1995 PROJECT DESCRIPTION:To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: No SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1) No more than fifteen (15) percent of the wet slips shall be covered, as per section 5. 11(12) of the Jefferson County Shoreline Management Master Program. 2) Consistent with previous shoreline permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access whenever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. 3) The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 : 00 AM each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center, Department of Development Review and recorded with the Jefferson County Auditor' s office prior to final approval of the shoreline permit. NOTICE: 1. This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90. 58 . 140 (8) . 2 . The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90. 58 .230. 3 . Construction pursuant to this permit will not begin nor is it authorized until twenty-one (21) days from the date of filing as defined in RCW 90.58 . 140 (6) and WAC 173-14-090 or until all review proceedings initiated within twenty-one days from the date of such filing have terminated, except as provided in RCW 90. 58. 140 (5a-c) . Construction or substantial progress toward construction of the permitted development shall begin within two (2) years from the date of this permit and completion of the permitted development shall be accomplished within five (5) years from the date of this permit. 4 . Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90.58. Richard E. Wojt, Chairman Jefferson County Board of Commissioners c: Connie Lambert, DOE, Shorelands Office 02/27/96 12:29 DEPT. OF ECOLOGY 001 1.1.2: ‘11rata~ STATE OF WASHINGTON . Utl'AKI MtN I Vt. kGL)L UY P.O. Box 47600 • Olympia, Washington 98504.7600 (360) 407-6000 • TOO Only (Hearing Impaired) (360) 407-6006 February 27, 1996 Mr. Dennis Thomason Jefferson County Permit Center 621 Sheridan Street Port Townsend wA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment on the determination of nonsignificance for the modification of the existing breakwater and the construction of an addition to the marina, which includes the relocation of the existing floats to the outside of the breakwater wall to replace the floating logs, and the addition of new floats to create an additional 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson (SDP95-0008) . We reviewed the environmental checklist and have the following comments. There is a discrepancy between the SEPA project description (68 slips) and the USCOE public notice (62 new slips) . Please • ' clarify the change, and whether a new public notice has been requested from the U.S. Army Corps of Engineers. If you have any questions, please call Ms. Maria. Peeler with our Permit Coordination Unit at (360) 407-6917. Sincerely, • l / Elizabeth J. Phinney Environmental Review . EJP: 96-0912 cc: Maria Peeler, CP . • • ..410P- 0 .= = 12/06/95 20:02 DEPT. OF ECOLOGY 001 i t r S.B_ STATE OF WASHINGTON - • - DEPARTMENT OF ECOLOGY P.O. Box 47600 • Olrmpla, YYaYhing(un 9a.104•7O1:10 • (Z061 40T•0000 • TOO Chill, (lloar'hi6 Impaired)(206)407 6006 December 6, 1995 Mr. Dennis Thomason Jefferson County Permit Center 621 Sheridan Street . Port Townsend WA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment during the prethreshold consultation for the modification of a breakwater, the construction of an addition to the marina, the relocation of floats to the outside of the breakwater wall to replace the floating logs, and the expansion of the marina to create 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson. We reviewed the environmental checklist and have the following comments. 1. A Federal 404 and/or a Section 10 permit may be needed. 2. X Q€at.a 401 water Quality C ftrt-i f cation and/or a Coastal Zone Management (CZM) consistency determination may be needed. 3 . A Water Quality Modification may be required. 4. The proposed "concrete panel" breakwater must be better characterized to determine all applicable permits. 0 We recommend that additional information be provided for public review and comment prior to issuing any permits or approvals for this project. The site plan we reviewed did not include the ordinary high water mark as it relates to t•na various activities proposed. Site plans are most helpful when they include some indication of existing vegetation and toyvytayhy, as well Cie how these would be changed during construction. Cross sections which illustrate how existing .and proposed breakwater configurations would appear from the water would also be helpful. 6� It is our understanding that this project is associated with other development plans, and to avoid piecemeal development concerns, we request that the county make every ettort to consider the project and its impacts comprehensively. ; w 0 �' - "- .ice ......u... ..._.�.a.� '_. 12/05/95 20:03 DEPT. OF ECOLOGY 002 • • • Mr. Dennis 'Thomason -- December 6, 1995 Page 2 If you have any questions on comments 1 through 4, please call Ms. Maria Peeler with our Permit Coordination Unit at (360) 407-0917. Por questions on comments 5 and 6, please call Mr. Jeffree Stewart with our shorelands --Program at (360) 407-6521. Sincerely, liz eth J. Phinney y Environmental Review EJP: 95-807x. cc: Maria Peeler, CP Jeffree Stewart, SWRO Abbe White, SWRO 4 STAFF REPORT DATE: MARCH 27, 1996 TO: BOARD OF COUNTY COMMISSIONERS FROM: DENNIS THOMASON, ASSOCIATE PLANNER RE: SUBSTANTIAL DEVELOPMENT PERMIT REQUEST A. PROPOSAL DESCRIPTION Applicant: Steve Zuvela, Waterfront Construction 75 State Street, Kirkland, WA 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Site Description: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff a: the edge of the waterline ' ei einto `h bay 20' to 30' feet 11gI1. The beach has a gradual slope from theshoreline out the �_ Thebeach is mostly sand and fine gravel out to beyond the breakwater Shoreline Designation: The proposed project is Primary Use in an Urban Designation. Additional Permits Required: Army Corps of Engineers Section 10 permit; applied for under Ref. 95-1-01-600. Washington Department of Fisheries Hydraulic Permit; permit number 95-51600-04 issued on March 6, 1996 and expires on March 14, 1998. Environmental Review: A Determination of non-significance was published on February 8, 1996 and finalized or. February 27, 1996. Notices: The application was published in the Port Townsend Leader on November 1 and 8, 1995. The site was posted on November 2, 1995. Special Studies: An eel grass study was conducted by Applied Environmental Services, Inc. and a report published on Nov. 2, 1995. Previous Permitting: The construction of the marina was permitted under Shoreline Substantial Development Permit#30-78, for John R. Hansen, Inc. B. WRITTEN TESTIMONY Public Agencies: Washington Department of Transportation: No Comment Washington Department of Ecology: No Comment Jefferson County Department of Public Works: No Response Jefferson County Department of Health: No Response Jefferson County Fire District No. 1: Comments incorporated by reference Individual Letters: E. Zahn 265 Fleet St. Port Ludlow WA 98365 Mike and Christine Parsons P.O. Box 1202 Port Hadlock, WA 98339 Letters incorporated by reference. C. APPLICABLE SHORELINE MANAGEMENT MASTER PROGRAM POLICIES The Jefferson County Shoreline Management Master Program require that a shoreline substantial development permit be issued by Jefferson County for development of the proposal The following sections of the Jefferson County Shoreline Management Master Program apply to the proposal: Urban (4.105) The urban environment is an area of high intensity land use, including residential, commercial, and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available. 2 •\� II Primary (4.201) In general, those categories of uses that are dee ed as being preferable with the definition and policy of a particular shoreline designation. Marinas (5.110) Facilities that provide launching, storage, supplied, moorage, and other services for six or more pleasure and commercial water craft. The following policies and performance standards apply to an addition or upgrade of an existing marina. Policies 1. Marinas should be designed in a manner that will reduce damage to fish and shellfish resources and be aesthetically compatible with adjacent areas. Staff Comment: An eel grass study has been required Fish and Wildlife and has been completed. Fish and Wildlife have issued a Hydraulic Project Permit (95-51600-05) on March 15, 1996. 2. Floating breakwaters should receive valid considerations as a alternative to conventional breakwaters. Staff Comment: The proposal will relocate the existing floats in the center of the breakwater to the outside of the breakwater wall to replace existing floating logs. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Performance Standards 1. Marinas shall be equipped with vessel pump-out and on-shore sewage and waste disposal facilities. Pump-out facilities shall be available at no direct charge to the user. Staff Comment: The proposal includes a sewage pump-out facility as shown on attached Figure 2. No more than fifteen (15) percent of the wet slips within a marina shall be covered. Staff Comment: The percentage of covered wet slips is required under conditions of this report. RECOMMENDATIONS: The Department of Development and Review recommends approval of the shorelines substantial development permit with the following listed conditions. 3 r CONDITIONS Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1. No more than fifteen (15) percent of the wet slips shall be covered, as per section 5.110(12) of the Jefferson County Shoreline Management Master Program. 2. Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpertuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims, real or imaginary for injury or damages resulting from the use of the dedicated area. 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INN is MAKiNI A • iP r:•':2'_•:',;;,\: '-:0 UNTY ., r: PLANNING DEPARTMLNT 700'+/- - 210'+/- _ ---- -" -- t08' EXISTING FLOATING — -25' +/- BREAKWATER TO - EXISTING PILING �81 EXISTING PILING BE RELOCATED - BREAKWATER � BREAKWATER f � `_. -- - --' EXISTING FLOATING LOGS EXISTING FLOATING LOGS TO 8E REMOVED --TO BE REMOVED f-8'+/_ - 150'+/- TO BREAKWATER --- - 440 ——— ——— ——ff-71 r 4'-a---1 r 29+/_ 6 ""� - -12'+/- FLACES J 80' - OUTSIDE --FLOATS - _ - . - -/---- - - - +- - - 150'+r - - 160'+/- --1 x--26'+/- 1 r 6. i si . i _ R 1i_.-8. +/- - 7D _ 1 1 --_. 1 24'-5"-i; ,,.._ I 1 ij. Till _ _ ___ ----- ...._ 7.,__ ___ 3._3--....11....- ___......-- i-4.+/- 6' TO BE REMOVED162 +/_ 162'+/- FROM 5 SHOREWARD --- --- - FINGERS - —_ - EXISTING 5' X 60' - - /.......7APPROXL000F SAILBOAT FLOATS - ORELOCATED 17 GANGWAY - - - - M.L.R W, (0.0') gas'+/- TO HEAD OF PIER I_ - -- i EXISTING WALKWAY FLOATS - - --- TO BE REMOVED - - - EXISTING PIER i — i i / N10 N9 i - 480' N 8 TO HEAD OF PIE N7 - - - _ - -- -- - - - N5 N6 S�Q: LINE OF M.H.W. R�`( I0 N3 1 111 1 N2 -" N1 2 S1 FIGURE 1 S3 -_ S4 = WATERFRONT 55 S� s6 ° CONSTRUCTION COMPANY INC. S8 S9 KIRKLAND, VA PH. 206-828-3600 PURPOSE: EXISTING CONFIGURATION SCALE: 1"= 120' PAGE: i OF 4 DATE: 8-23-45 • 700'+/- - RELOCATED FLOAT 210'+/- RELOCATED FLOAT W/ PUBLIC ACCESS W/ PUBUC ACCES PROPOSED CONCRETE EXISTING PILING PANEL BREAKWATER DOWN `EXISTING PILING ` /BREAKWATER TO 3'-4' ABOVE BOTTOM / BREAKWATER / I �8' MIN e u e t{ u � u �j a a u •, . . 64 • rir{.i<i'�'i vi'iUiii i'//' jfii�l1 y'l/'"ff—/ 55 -1 23'5X64' I} 6 ! 23'6"X64' 60' 20' 54 i 40' ' 54' . --20• 60' 4 5 23, X64' '-40 j� [� = 23'5X64' 4'4"-t JL J 4•-4" r _ --IL- c 6. qq-j i J __ TYP 132'+/- 132'+/- TMP 75'+/- _1`PROPOSED SEWAGE 4•_4- - 32' = PUMP-OUT. 4'-4" PROPOSED 6--,r '�r --1 32' r-- I, -,,- 6' ADDITIONS . ? T I • , MLIV 80' 4' 400 Amne a .�A nu r em A r 0, , 80 r I--130'+/_� 1 -,_1---8'-a � I 16' Li- ' 50' EXISTING 50• 1-130'+/- • J SECTIONS I -1 30't r^ _J r--7 03't--I n-•;24'- U � 1 /� 40 / . - .. - • ' j / 40' f �: 1— I o o e : 'm tns�ii hhh1mnn x1113• 30.± 24' : 22' •L• II ? % A1(2) :grip LOCATE E 845'+/- ( TO HEAD •I ' _ 1 OF PIER •i • _ _ _1 1 . N10 N9 - 4 44 4 . N8 . TO HEAD OF PIER j N7 N4 00;06 L • I _ -1--••-•,• - - LINE OF M.H.W. L :L_ = N3 _ N2 2 Si - FIGURE 2 S3 _ I S4 - WATERFRONT S7 S6 0 S9 S8 CONSTRUCTION VA PCOMPANY06- 2INC. EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE: 1"= 120' a PAGE:3 OF T DATE: 8-23-95 • • DASHT LINES REPRESENT 5/Er GALV FLOTATION TUB LENGTH COMPRESSION 8'-0 TYPTHRU ROOS O(..... ) 2'-4' 0/C TYP SOLID BLOCKING ' • '----1----'..Im 'SFIMME 1 m.:11 11111M11 IS DOUBLE WALER • - .... , 2,, l ��� rr ...... _. ......_,_. .... FLOAT TUB W/J STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL PILE 3X NAILER IF 2-1/Y GALV STEEL DECKING VINYL DECKING USED PILE HOOP THRU O BOLTED TO FRAME • WITH 1/2' BOLTS 4'-4' 1-1/2. S-1/B X 9-1/2 GLU-LAMMMIIIMMIMIMMIMIWAIIIMIIIIMIIMIMMIMMA i�u�► �a - 1�1 _/�tt-I.-I1IIo�� WAAI M11111111.11111111•11.1.11111111111111M LER !4- p 0 '- `�� FLOAT TUBS• ' Ill SOUR BLOCKING5/8 GALV d NIICOMPRESSION UTILITY RUN DOUBLE WALE RS THRURODSd a UNDER DECK 2' 0/Cd SOLID BLOCKING • 4 MOLDED PLASTIC FOAM FLOTATION FLOAT TUB 4'-4"+/- SECTION 1111111111111111 Na 111 t ll I t 1� I I 5/8" GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING �f O• 6't \ F/V 3X8 WALERS ` OR GLU-LAMS JJ 2X4 FACIA \ 5,Q KMMIMIIIIMIMIMIIMIIMIMMMIIIIIIMMIIMIIMIIMIIMIIIIMIIIIIIIIMIMMIIIIMIIMIYI dd Nei SOLID BLOCKING 5/ GAIN a c ° o COMPRESSION d UTILITY RUN THRU RODS d UNDER DECK 'PROPOSED: d 4 PORT HADLOCK INN & MARINA ° ° d.41 d NEAR HADLOCK, PORT ° • MOLDED PLASTIC TOWNSEND BAY FOAM FLOTATION FLOAT TUB IN: 6' +/- SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE:9-11-95 if o% JEFFERSON COUNTY PERMIT CENTER 4- $ 621 Sheridan Street, Port Townsend, WA 98368 '1S INOO ( MEMORANDUM TO: Al ;Scalf, SEPA Responsible Official FROM: Dennis Thomason, Associate Planner DATE : February 26, 1996 SUBJECT: Determination of Non-Significance; Substantial Shoreline Development Permit application, SDP95-0008 . Applicant: Steve Zuvela/Waterfront Construction 75 State Street, Kirkland Washington, 98033 Proposal : The proposal is to modify the existing breakwater and construct an addition to the existing marina. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 The Department has provided the referenced threshold determination to the Department of Ecology, Agencies with jurisdiction, affected tribes, local agencies and has notified the public as required by the State Environmental Policy Act Rules per WAC 197-11-340 and 197-11-510 . Since publishing the DNS the permit center has received no letters from the public in opcos_t_on o___ orocos_l . The corome__: period ended February 25, 1996 . STAFF RECOMMENDATION Retain the Preliminary Determination of Non-Significance issued February 8, 1996 Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits &Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 SDP95-0008 PAGE 2 - Final Determination of the Respos ible Official: I have reviewed and considered the comments received regarding the referenced threshold determination. It is my determination to: Retain the referenced threshold determination. Modify the referenced threshold determination. Wit draw the referenced threshold determination and make a Determ/ .140•n and make a Determination of Significance. Q/ •a, ore ;�/ Z71 1 J� Al S alf, Resp.n-ible SEPA official Da e HYDRAULIC PROJECT i '-'� ; '� I; 1WIgili APPROVAL i ; '; , I i ! `, -. Z R.C.W. 75 . 2 0 . 1 0 0! DEPARTMENT-OF FISHERIES �vj`~ R.C.W. 75 . 20 . 103 i General Administration Bldg. -�! j Olymppa, Washington 98504 l" March 15 , 1994 (_ (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE 1 OF 4. PAGES 110ILAST NAME FIRST I18ICONTACT PHONE(S) I1( CONTROL NUMBER Hanson, Ray ; (206) 828-3600 95-51600-05 191 STREET OR RURAL ROUTE7 i I8 i 19 1 WRIA c/o Steve Zuvella, Waterfront Const, 75 State StI17 .MARI CITY SATE 98033 ZIP 1141 17j Kirkland �1Z WATER TRIBUTARY TO 1111 TYPT OF PROJECT Port Townsend Puget Sound ' Marina aria I13FUARTER SECTION TOWNSHIP RANGE(E-W), COUNTY SECTION 01 29N 01W Jefferson Breakwater Expansion 115 (THIS PROJECT MAY BEGIN 16 AND MUST BE COMPLETED BY TIME LIMITATIONS : Immediately March 14 , 1998 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING THE WORK. SFE IMPORTANT GENFRAI,PROVISIONS ON RFVFRSF SIDF OF JPPROVAI NOTE : This Hydraulic Project Approval (HPA) is a chance of the original HPA issued March 6 , 1996, in response to a verbal request by Steve Zuvela of Waterfront Construction on March 15 , 1996 . See provision number 3 . The Washington Department of Fish and Wildlife (WDFW) has reviewed your plans appearing in Corps of Engineers Public Notice 95-1-01600 , received on September 14 , 1995, revised plans dated December 15, 1995 , and Determination of NonSignificance from Jefferson County on February 14, 1996 . WDFW discourages the use of pilings, lumber, and other materials treated with creosote and otter wood preservatives and recommends instead the use of steel, concrete, or recycled plastic . { 1 . This vroilecc is acv- /= a= 77 -=t-,,, =,-', '..-.. _-_ G , = ____ _ _ .-o -..o, ow_n� y J _sions . 2 . The permittee or contractor shall notify the Area Habitat B_olcg_sc listed below, by FAX (360) 902-2946 or mails at least seven working days prior to the start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 through June 14 of any year for the protection of migrating Juvenile salmonids . Except that in 1996 only, two test piles may be removed from the sediments using a vibratory extractor on March 15, 1996 . SEPA: DNS, Jefferson County, Final - February 28 , 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 PATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA DEPARTMENT OF FISHERIES g 314;1.043 I 641... DIRECTOR I HYDRAULIC PROJHT 00 � APPROVAL 1,A DEPARTMENT OF FISHERIES 41 ,' R.C.W. 7 5 . 2 0 . '7J0 0 General Administration Bldg. +'keismol R.C.W. 75 . 20 . ;03 Olympia, Washington 98504 F41 - March 15 , 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date/in all correspondence) PAGE Z-OF 4 PArro ' 1TLAS7 NAME 18 CONTACT PHONE(S) CONTROL NUMBER Hanson, Ray (206) 828-3600 1I " 95-S1600-05 FZI WATE I9`�jWRIA Port Townsend 17 .MPRI 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . 6 . The float centerline shall be re-established during the construction phase using the procedures outlined in the plan submitted by Steve Zuvella from Waterfront Construction, dated December 8 , 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slip configuration illustrated in Figure 2 . page 3 of 4 , dated August 2 , 1995, and stamped "Revised: 1 /15/95 , ' (Attachment 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not belaced closer than 3 feet from the bottom to allow for passage of fish and shellfish. 10 . As indicated in the "Revised: 12/15/95 , " plans (Attachment 1) , a walkway shall be provided to the breakwater floats for public fishing. As provided in the original ermits for this project,, public access for fishing from these floats shall be maintained for 1 the life of the marina . , Th,- e-i_s ng and new floats s _ _ to ...__e - e d - accoru_ng to the " e -_ ed: /95 , '' a -itc_ 7 ) . '.u--r no circumstanCeS shall the floats be Con_-gu_ed in an alignment other than illustrated in these plans . 12 . Two sailboat floats shall be located as illustrated in Attachment 1 . The existing floats along the main pier and walkway shall be removed. 13 . Any old floats, creosote treated logs, and other manmade debris shall be removed from the beach area on the marina property, and the natural features of the bankline shall be maintained. 14 . The sewageumpout shall be installed in the location indicated in Attachment 1 . The sewage pumpout shall be installed and available for use prior to completion or the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. REV 10/16/88 HYDRAULIC PROJECT APPROVAL _:- DEPARTMENT OF FISHERIES • R.C.W. 75 . 20 . 100 s052 0103 I!General Administration Bldg. '� R.C.W.. 75 .20 . 103 Washington 98504 March 15 , 1996 • (` (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence),) PAGES OF 44 PAGES LAST NAME 18 CONTACT PHONE(S) rCONTROL NUMBER Hanson, Ray lob ' (206) 828-3600 f 95-S1600-05 112!WATE. I9 WRIA� RPort Townsend 17 .MARI 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for the structure shall be fully enclosed and contained to prevent the breakup or loss of the floatation material into the water. 18 . Any creosote pilings to be removed shall be disposed of upland such that they do not enter waters of the state . 19 . All new piling shall be steel, as indicated in your plans . There shall be no treated wood piling used for this project . 20 . All treated lumber to be used for the project shall meet or exceed the standards extablished int "Best Management Practices For the Use of Treated Wood in Aquatic Environments, " developed by the Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall not be adversely impacted due to any project activities (e .g. , barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp) . - 22 . Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 23 . Project activities shall be conducted to minimize siltation of the e C� Yea and ba. 2a . I a --.,-_ kill occurs o- fish are observed distress , -e - ..0 activ_t shall immediately t. - ✓ cease and N✓: W Habitat - ccr m s- a - --- notifiea immediately. 25 . All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state . 26 . Noetroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated with preservatives, trash, waste, or other deleterious materials shall not be burned below the OHWL. Limited burning of untreated wood or similar material may be allowed at or above the mean higher high water line . REV 10/16/88 'HYDRAULIC PROJECT APPROVAL DEPARTMENT OF FISHERIES R.C.W. 75 . 20 .100 General Administration Bldg. R.C.W. 75 .20 . 103 I".uI Olympia, Washington 98504 n March 15 , 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE 4 OF I PAGES 10 LAST NAME I18ICONTACT PHONE(S) I1 (CONTROL NUMBER J Hanson, Ray (206) 828-3600 I 95-S1600-05 12IWATE I9 IWRIA RPort Townsend 17 .MARI 28 . Pro ect activities shall not degrade water quality to the detriment of fish life . If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT : Attachment 1 - Figure 2 , page 3 of 4 , dated August 23 , 1995 , and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc . bk (20 :Mar96) c : (with attachment) :Dennis Thomason,; Jefferson County Planning Jeffree Stewart, DOE Maria Peeler, DOE Frank Meriwetherc DOH Dave Gufler, Region 6 • REV 10/16/88 JEFFERSON COUNTY BOARD OF COMMISSIONER AGENDA ITEM— Plannirq Irne, May 20, 1996 J DESCRIPTION: Consideration of the staff recommendation to remand for further review Shoreline Substantial Development Permit SDP95-0008, an application to modify the existing breakwater and construct an addition to the existing marina, Mr. Ray Hanson applicant. ISSUES: The Board previously approved this permit on April 1, 1996, however the chairman did not sign the permit and it was not forwarded to DOE. In a brief review of the file, staff noticed that written comments faxed from DOE during SEPA review were not reflected in the staff report. These comments are attached for your information. ACTION: Remand the above reference application for further review. The Board should decide whether to concur with the staff recommendation to remand the application for further review,to approve the permit, or to hold their own hearing to review the proposal, take testimony, and develop findings and conclusions. I r , ter'. PORT HADLOCK EELGRASS SURVEY r REPORT: � Y /4\ ,C �� gFei� ,�^'S�p+•h F'�b4 Y1;'4,t-_,,,,%.,: 4 f f:" k'F ��� -,3„,:-.17s . ,e. , - -..- �1; 'E .y ,,,,,-4-.:,_.,'; . ,« x. ».+ 5 < u _ 's. f "i,r ,..;'.?_7.;'*st3z..,''.. .,"' +' ' � ' $ s,. A' , ,'t;,'' ' , •••.,--7,0,',.1,41 -' + • s . r r 1r *r rr r z� *,aa rs ¢ # y 3 ''� L eu -; ``# gr4 " 1 I. 5 t `c ' i`'P S i r`�$ .y� h ;�.� s * -3..a ,G r- ' -4,-,•-•:,-„:-'4',4E,4.-04(1.4.- .;'�� d z ',- .,,,c `a acs:az yz ':r er . F.+x.ti .-..,m.m.i wr y } I 8,�...a}.',,,, , 7.r" 1,, 3'. --�` ,-A g w ' 2 s '#. ,},a ,A,,,,',,,•.,',',--.,,.„,-. 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'..1--...- +l ���: 5ey., c. � „�,s �g '. , � • ; July 31, 1995 _, xr�, ; r 4 f, , :4..44:r' a,i-13,-‘14,...,,,, , , a . -,'. tip,T7i,7 i' '.--,t'4,-.‘73-?,:,.':: +-„ix e' . *zwx� a .aGia2`ks�`7,as.,,yP3�yxuOnkAr3 �-��x' ea.tte�fix,+ .xa�o- ,++-x. t, r �, Prepared For �� „ ' _ Port Hadlock K.S.C.-L.L,C clo John Cannon Z 4000 West Clearwater E. Kennewick, WA 99336 ra, „:d 4--' � t a � r� �" �� . 1 vy � t cy fr a PREFACE This information has been prepared by Applied Environmental Services, Inc. (AES) following the described methods and information available to the best of our knowledge at the time of the work. The information presented in this report reflects AES's best professional opinion regarding the subject property. The applicant is advised to contact all appropriate regulatory agencies prior to design or construction of any development to obtain necessary permits and approvals. Wetland boundaries, classifications and discussions are based on our understanding of the local, state, and federal regulations, and site conditions at the time of our work. The final wetland boundarydetermination and wetland classification i s to be made or verified by the appropriate jurisdictional agency. Applied Environmental Services, Inc. • TABLE OF CONTENTS Title PAGE INTRODUCTION 1 METHODS AND MATERIALS 1 RESULTS 2 DISCUSSION 2 SUBSTRATE 2 EELGRASS AND MACROALGAE 3 INVERTEBRATES 3 VERTEBRATES 4 FIGURES FIGURE 1 7 FIGURE 2 8 TABLES TABLE 1 9 TABLE 2 10 TABLE 3 3 TABLE 4 4 TABLE 5 4 REFERENCES 6 Port Hadlock Eelgrass Survey Final Report Applied Environmental Services, Inc. (AES) has completed the intensive eelgrass/macroalgae biological survey of the tidelands in Port Hadlock directly offshore of the Old Alcohol Plant Lodge (Figure 1). This letter and the associated figures and tables describe the results of this survey. Introduction AES was contracted to perform an intensive eelgrass/macroalgae survey of the subject property. Methods and protocol for this work are described by the Washington State Department of Fish & Wildlife(attached). WDF&W communications indicated that the site has been recorded as a Pacific Herring spawning area which prompted the need for the intensive habitat survey. The dive survey plan was developed and presented to WDF&W for acceptance prior to the commencement of the dive. The dive survey was conducted on July 19 and 20, 1995. The weather was warm and sunny on July 19, 1995. On July 20, 1995, the morning was cloudy and overcast with afternoon sun breaks. Diving occurred from approximately 10:00am to 6:00pm each day. Current was slight and visibility was poor at approximately two to three feet. Methods and Materials Standard snorkel and SCUBA gear was employed by AES divers. Mr. Wayne S. Wright and Ms. Lisa Bemtsen Stephens completed the dive, collected the resource data and prepared this report. Both Mr. Wright and Ms. Stephens are recognized by WDF&W as qualified scientific divers for resource surveys. Twenty transects were established along the shoreline spaced 40 feet apart. These transects encompassed the entire length of the shoreline associated with the proposed marina expansion. Transect length was set to encompass the area between shore and the existing marina, unless the eelgrass bed extended into the marina area or terminated prior to the marina. Each transect was set with a reference to the Ordinary High Water(OHW) mark along the shore. Typically, the OHW line corresponds well with the Mean Higher High Water(MHHW) elevation and for mapping purposes, we have made this assumption in this effort. Waterfront Construction has generated the site map illustrating the eelgrass bed from the field data collected(Figure 2). Underwater observations were recorded every 20 feet along each transect once the eelgrass bed was encountered. A modified WDF&W transect reel was used to maintain underwater position and distance offshore (Figure 3). To keep an Applied Environmental Services,Inc. July 31, 1995 Port Hadlock Eelgrass Survey Final Report with a shell mix. Gravel becomes prevalent in the silt and sand mix in the extreme southern and northern portions of the survey area generally in the vicinity of transects S9 to S8 and N8 to N10. In the central part of the study area, the substrate was uniformly silty sand with shell with the notable exceptions within transects S6 and N3. Between 80 and 100 feet offshore on transect S6, a gravel and shell pile was encountered. At transect N3, a pipe(estimated at 16 inches in diameter) was found along the high intertidal zone and was associated with larger rock presumably to stabilize the pipe. Eelgrass and Macroalgae Vegetation included a dense stand of Dwarf eelgrass(Zostrea noltii) nearshore followed by a dense band of common eelgrass (Zostrea marina) to the inner marina limits. Dwarf eelgrass was introduced into Puget Sound from Europe. Its leaves are about 15 cm long and 2 mm wide. This species seems to be most abundant at the upper intertidal levels and generally occurs at appreciably higher elevations than Z. Marina. Common eelgrass inhabits elevations in Puget Sound ranging between -3ft and -28ft MLLW. Typically, eelgrass would be expected to be found throughout the Port Hadlock area, however, the marina appears to have limited the eelgrass colonization to the areas defined in Figure 2. Sea lettuce, Gelidium and filamentous green algae were present between the two distinct eelgrass populations. Stands of the filamentous green algae were most abundant along the middle segments of transects S3, S2, Si, 0, N1, N2, N3, N4 and N5. Ulva remained rather dominant offshore of the eelgrass bed. Macroalgae and eelgrass species noted during the dive are listed in Table 3. Table 3. Vegetation Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Dwarf eelgrass Zostrea noltii Eelgrass Z. marina Sea lettuce Ulva fenestrata Gelidium Gelidium robustum Sarcodiotheca gaudichaudii Invertebrates Hardshell clams were observed throughout the zone but were judged to be of intermediate abundance. Geoducks were not observed within the survey area. The most abundant invertebrate species were Dungeness crabs(Cancer magister) and the graceful crab (Cancer gracilis). These crabs were seen in the more offshore portions of the dive transects (greater than 15 feet actual depth measured. Other invertebrates observed are listed in Table 4. Applied Environmental Services,Inc. July 31, 1995 ' Port Hadlock Eelgrass Survey Final Report Table 4. Invertebrate Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Dungeness crab Cancer magister Graceful crab Cancer gracilis Sharp nosed crab Scyra acutifrons Kelp crab Pugettiaproducta Crangon shrimp Crangon spp. Horse Clam Tresus capax Cockle clam Clinocardium nuttallii Sea slug species unknown Vertebrates The most abundant fish species seen in the area were flatfish. Species identification was not always possible and overall fish abundance in the survey area was not estimated. Table 5 lists the vertebrate species observed during the dive survey. Table 5. Vertebrate Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Pacific staghorn sculpin Leptocottus arrnatus Epglish sole Parophrys vetulus Speckled sanddab Citharichthys stigmaeus Shiner perch Cymatogaster aggregata Threespine stickleback Gasterosteidae aculeates Penpoint gunnel Pholis otnata AES thanks you for this opportunity to assist with the environmental documentation for the project. We have followed the guidelines set by WDF&W for the intensive eelgrass/macroalgae survey and we have communicated our dive plan to WDF&W prior to initiation of the dive. The data and map products provided are not professionally surveyed by a land surveyor and are not to be considered as formal boundary surveys. Transect locations,distances and other field measurements were made to the best of our abilities to illustrate the eelgrass habitat characteristics at the study site. Please call if there are any questions or if we can be of additional assistance. Applied Environmental Services,Inc. July 31, 1995 Port Hadlock Eelgrass Survey Final Report References Hart J. L. 1980. Pacific Fishes of Canada, Fisheries Research Board of Canada, Bulletin 180, Ottawa 1973, Copyright Minister of Supply and Services Canada 1980. Hart J. 1982. Crabs and Their Relatives of British Columbia, British Columbia Provincial Museum Handbook No. 40, ISBN 0-7718-8314-5 Kozloff E. 1983. Seashore Life of the Northern Pacific Coast, University of Washington Press, ISBN 0-295-96030-2 Rehder, H., Carmichael, J., Nehring, C, and M. Brewer 1981. The Audubon Society Field Guide to North American Seashells, Chanticleer Press, Inc., New York. Scagel R. 1921. Guide to Common Seaweeds of British Columbia, British Columbia Provincial Museum Handbook No. 27, ISBN 0-7718-8013-8. Applied Environmental Services,Inc. 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July 31, 1995 700'+/- RELOCATED FLOAT/- 210'+/- RELOCATED FLCAT IIl PROPOSED CONCRETE II `EXISTING PILING PANEL BREAKWATEREXISTING PILING BREAKWATER f BREAKWATER r ._ ,,, 7 I I 1 60' i -40'--; 50 1 1 40' 1 50' J . 1--4./ • .. •J 1 1 11 C �6, 7L^q• 1 -1 4 r6' 310' - 310' 75'+/ PROPOSED J3. 3 _ 26fl1 _ ADDITIONS 6'�r --126'r--1r-3'-3 r6' % 40 1 1 I �/ 80' i 1 1 I 1 1// 80' A IIII 1 iii I , 7 -, i 120'+/---. 1-•--120'+/---i 51' 50' 1• -.. 60'+/- E- EXISTING SECTIONS 60'+/- 1--- j } % : 1 } 1 k =. 39' ' _ 4 JJ { 1 t = - 845'+/-1 TO H D OF PIER 1 .1.•-• _ 1- j Bi. . . —II=y PRO OSED EWAG I 1 _ PU P-OUT } TO HEADBOF PIER I NS }} 1 ..... . . : , N7 .I • 1. ',' L N5 N6 N4 LINE OF M.H.W. I. �....:- :a....._, : : - N2 FIGURE 2 _ _ N1 . 1 S 1 ,_. . . . S.3 S 2 _ II A�L J�L�l"R® 1 S4 L____.-.-. CONSTRUCTION COMPANY INC. s6 S5 o KIRKLAND, VA PH, 206-828-3600 S8 S7 S9 PURPOSE: PORTHADLOCK INN & MARINA EELGRASS TRANSECTS NEAR HADLOCK, PERT TOWNSEND BAY & EELGRASS BED LOCATIONS RAY HANSON PAGE:2 OF 3 DATE: X = END OF TRANSECT SCALE: 1"= 120' a-23 95 O LI) 0 LI) M LO th LI) ' T}• '- 7 Z N M ' M OO � � OO Cn cDM .- Nv- Z N ' co ' co co O O Z M N M ' M ' M (� tI) M In .d- I ' Z N , CC9 CT) co Ci) N 01 '- 01 Z M C N d' Cr) ' M ' L- CL) rti Ct• . Z co- N M I .4- ' E ^ VI co VI co N O M ,- _ cu coZ -• N , O .i O r- c�o ca 0 M co CO co co Cil co O C N coo co ' M ' C 0 Z N O L 0 LI) CD to N LI) co cr.) Cn s ' Tr M ' d' 4s O 'fl U Ot10 U . T' M N T' c0 d• Cn w > (. Z N co .4' to 0 ..i "p " o _ IP) co tI) co O U coN :O cn � Ci) ' ' ' m L ` - - al C) uNit a� .41"' OCOOal 6. 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The applicant shall contract a qualified diver/biologist to conduct the intermediate eelgrass/macro algae survey. The diver/biologist must be able to demonstrate the ability to identify the predominant macro algae species native to the project area. The intermediate eelgrass/macro algae survey shall include: 1. Through prior consultation with the WDF habitat manager, specific macro algae species will be identified for quantitative distribution evaluation. 2. The diver/biologist will survey transects perpendicular and/or parallel to the shoreline. 3. Transects will be referenced to a permanent physical feature within the project area. 4. Transect length and location will be determined by project and site specifics. Transects will extend beyond the project extremities. 5. Transects should include the inner and outer margins of the macro algae habitat where feasible. 6. Transect locations and lengths will be specified based on specific project and project site features. For pier/ramp/float structures, transects will include at a minimum: a. transect located at the center line of the proposed project. b. transects located 10 feet to each side of the outer edge of the proposed project. c. transects located 25 feet to each side of the outer edge of the proposed project. NOTE: Additional transects may be included at the discretion of the applicant. 7. For eelgrass, turion (shoot) counts shall be conducted along each transect at a maximum 20 foot intervals and shall include the inner and outer margins of the eelgrass bed where feasible. Eelgrass density counts will include three (3) 1/4 meter square counts as described by the corner of a 1/4 meter square pivoted around the count point at approximately the 2, 6, and 10 o'clock positions (see diagram below). The density count at each 20 foot count interval will be the average of the three (3) 1/4 meter square counts. 8. For non eelgrass macro algae species, percent cover estimates will be conducted along each transect at a maximum 20 foot interval and shall include the inner and outer margins of the macro algae habitat where feasible. Percent cover estimates will include three (3) 1/4 meter square estimates as described by the corner of the 1/4 meter square pivoted around the 20 foot interval count point at approximately the 2, 6, and 10 o'clock positions. The percent cover estimate will be the average of the three (3) 1/4 meter square estimates. 9. Intermediate surveys will only be conducted from June 1 through October 1. 10. Approximate depth contours will be established for the project site based on mean lower low water equal to 0.00 (MLLW = 0.00). Tidal reference and correction should be noted. 11. A site map will be developed indicating the quantitative distribution of eelgrass/macro algae species, substrate characterization, approximate depth contours and the approximate location of the proposed project features. 12. Survey documentation will also include the time of survey, date of survey, turbidity/visibility, presence of invertebrate/vertebrate species and miscellaneous antidotal observations pertinent to habitat characterizations of the project site. 13. Results of the preliminary survey will be compiled and sent to the WDF habitat manager for review. NOTE: Deviations from the intermediate survey guidelines will not be acceptable unless agreed to through prior consultation with the WDF habitat manager. • • Port Hadlock Eelgrass Survey Final Report accurate transect position, the reference marker ont shore wascarefully targeted to a position within the existing marina facility. Since the water depth at the site was shallow, most of the transects were established by snorkel with compass bearings and back azimuths to maintain position. Data collection focused on the eelgrass presence and turion density. Eelgrass density was physically counted within a one meter square plot every 20 feet along each transect within eelgrass beds. As each 20 foot segment was reached, a one-half meter square PVC grid was placed next to the transect line and the eelgrass was counted. After this one-half meter areas was counted, the grid was flipped to the other side of the transect line and the process was repeated. In some areas the eelgrass was particularly dense. These plots were estimated to have eelgrass turions in excess of 300 turions per square meter. We noted these observations in our data set as "300". Anecdotal observations were also made along the transects which included: substrate, invertebrates(clams,crabs, shrimp, etc.) and vertebrates(fish). Species identification was made where possible and recorded on the dive slates. Numerous field guides and taxonomic keys were used to identify plants and animals observed during this effort. The following references were used: Kozloff 1883, Scagel 1921, Yates 1988, Hart 1982, Hart 1980, Rehder, H., Carmichael, J., Nehring, C, and M. Brewer 1981. Results Upon completion of the dive, data were summarized and incorporated into tables reflective of the offshore position of the observations. Table 1 presents the transect numbers the relative location from OHW of eelgrass beds with respect to MIHHW and their distance offshore. Table 2 contains the turion density counts made for each transect. A map of the eelgrass bed based on the dive data was then prepared. Table 2 has been created to compliment the map of the eelgrass bed prepared by Waterfront Construction (Figure 2). Table 2 shows all turion counts for each 20 foot segment along all transects. Discussion Substrate As the attached tables reflect, the resource characteristics within the survey area were relatively uniform and coincided well with depth. The substrate was primarily silt and sand Applied Environmental Services,Inc. July 31, 1995 S Ja 1 F- - F HYDRAULIC PROJECT u FL i] +h7n,, !r .,�y2� APPROVAL MAR 19 1 L ' J.1 Cr . .: R.C.W. 7 5 .2 O . 1 O O DEPARTMENT-OF FISHERIES General A4ninistration Bldg. ..t.....0•04` R.C.W. 75 .20 . 103 JEFFERCC�1Pl mpTa, Washington 98504 n March 15, 1996 PER?1N1 CR (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE 1 OF 4 PAGES I10ILAST NAME FIRST 18 CONTACT PHONE(S) 1 CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 • 191 STREET OR RURAL ROUTE17 I (8 9 WRIA c/o �ISteve Zuvella, Waterfront Const, 75 State St 17 .MARI Kirkland WA E 98033zIP 14 17 I12�JATER TRIBUTARY TO Till TYPE OF PROJECT Port Townsend Puget Sound Marina and I13IQUARTER SECTION TOWNSHIP RANGE(E-W) COUNTY SECTION 01 29N 01W Jefferson Breakwater Expansion TIME LIMITATIONS: li I THIS PROJECT MAY BEGIN 16 I AND MUST BE COMPLETED BY Immediately March 14 , 1998 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING THE WORK. ,SEE IMPORTANT GENERAL PROVISIONS ON REVERSE SIDE OF APPROVAL NOTE: This Hydraulic Project Approval (HPA) is a change of the original HPA issued March 6, 1996, in response to a verbal request by Steve Zuvela of Waterfront Construction on March 15, 1996 . See provision number 3 . The Washington Department of Fish and Wildlife (WDFW) has reviewedour plans appearing in Corps of Engineers Public Notice 95-1-01600, received on September 14 , 1995, revised plans dated December 15, 1995, and Determination of NonSignificance from Jefferson County on February 14, 1996 . WDFW discourages the use of pilings, lumber, and other materials treated with creosote and other wood preservatives and recommends instead the use of steel, concrete, or recycled plastic. 1 . This project is approved as illustrated in your application, subject to the following provisions . 2 . The permittee or contractor shall notify the Area Habitat Biologist • listed below, by FAX (360) 902-2946 or mails at least seven working days prior to the start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 through June 14 of any year for the protection of migrating juvenile salmonids . Except that in 1996 only, two test piles may be removed from the sediments using a vibratory extractor on March 15, 1996 . SEPA: DNS, Jefferson County, Final - February 28, 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 LPATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA nn `` DEPARTMENT OF FISHERIES g " +lam DIRECTOR HYDRAULIC PROJECT V1 APPROVAL •» DEPARTMENT OF FISHERIES R.C.W. h 75 . 20 . 100 " General Administration Bldg. ' a�+� R.C.W. 75 .20 . 103 Olympia, Washington 98504 n March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE: .OF 4 PAGES I10ILAST NAME 18 CONTACT PHONE(S) 1 'CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 I121WATERP9 iWRIA ort Townsend 17 .MARI 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . 6 . The float centerline shall be re-established during the construction phase using the procedures outlined in the plan submitted by Steve Zuvella from Waterfront Construction, dated December 8, 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slip configuration illustrated in Figure 2 . page 3 of 4, dated August 23 , 1995, and stamped "Revised: 12/15/95, 1 (Attachment 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not belaced closer than 3 feet from the bottom to allow for passage of fish and shellfish. 10 . As indicated in the "Revised: 12/15/95, " plans (Attachment 1) , a walkway shall be provided to the breakwater floats for public - fishing:, provided in the original permits for this project, public access for fishing from these floats shall be maintained for helife of the marina. 11 . The exising and new floats shall be the dimensions and configured according to the "Revised: 12/15/95, " plans (Attachment 1) . Under no circumstances shall the floats be configured in an alignment other than illustrated in these plans . 12 . Two sailboat floats shall be located as illustrated in Attachment 1 . The existing float's along the main pier and walkway shall be removed. 13 . Any old floats/ creosote,: eosote treated logs, and other manmade debris shall be removed/from the beach area on the marina property, and the natural features of the bankline shall be maintained. 14 . The sewageumpout shall be installed in the location indicated in Attachment 1 . The sewage pumpout shall be installed and available for use prior to_ completion of the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. REV 10/16/88 HYDRAULIC PROJECT ROVAL � APPDEPARTMENT OF FISHERIES llihL - - R.C.W. 75 . 20 . 10 0 General Administration Bldg. %Ala." R.C.W. 75 .20 . 103 Olympia, Washington 98504 (i March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGES OF 4 PAGES I10ILAST NAME 18 CONTACT PHONE S) 1I CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 1121WE 9IWRIA 17 .MARI sort Townsend 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for the structure shall be fullyenclosed and contained to prevent the breakup or loss of the floaation material into the water. 18 . Any creosote pilings to be removed shall be disposed of upland such that they do not enter waters of the state . 19 . All new piling shall be steel, as indicated in your plans . There shall be no treated wood piling used for this project . 20 . All treated lumber to be used for the project shall meet or exceed the standards extablished ins "Best Management Practices For the Use of Treated Wood in Aquatic Environments, " developed by the Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall not be adversely impacted due to any project activities (e .g. , barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp) . - 22 . Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 23 . Project activities shall be conducted to minimize siltation of the beach area and bed. 24 . If a fish kill occurs or fish are observed in distress, the project activity shall immediately cease and WDFW Habitat Program shall be notified immediately. 25 . All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state . 26 . No petroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated with preservatives, trash, waste, or other deleterious materials shall not be burned below the OHWL. Limited burning of untreated wood or similar material may be allowed at or above the mean higher high water line. REV 10/16/88 • HYDRAULIC PROJECT APPROVAL • r �_» R.C.W. 7 5 .2 0 . 10 0 DEPARTMENT OF FISHERIES � General Administration Bldg. ,�,t„� R.C.W. 75 .20 . 103 Olympia, Washington 98504 F4-1 March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) - PAGE OF 41 PAGES I10'LAST NAME 18 CONTACT PHONE(S) 1 'CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 12 WATER_ 9 tWRIA Port Townsend 17 .MARI 28 . Project activities shall not degrade water quality to the detriment of fish life. If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT: Attachment 1 - Figure 2, page 3 of 4 , dated August 23 , 1995, and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc . bk (20 :Mar96) c : (with attachment) Deinn °sThomason4 Jefferson County Planning Jeffr' e-'-Stewart, DOE Maria Peeler, DOE Frank Meriwethert DOH Dave Gufler, Region 6 • REV 10/11 APR- 3-96 WED 14:57 WATERFRONT CONSTRUCTION FAX NO. 12068278386 rut 2 �. CJS w CTS !Z�i * 0 �. IIIt 0 o . a __ _ cp w O z V t. —` E. A Q o C r Vj 0 CZ E4 • a o +'' '0 w N (3,) - (n a x •ocn as .� > 6- co w Wo • >4 O ` hH o o s- w cZ w .-. N = W - — Cl) a .— 1.-Itr.) 1."4o as -p Ha N a w Q 4,-. ,71 C Z to .--1 rO Qmuff CO 1•4 • 6 0 t7 Z Q O ( W w V -0 ' h-1 hl V At V 0g H wia O It Z W1.12 Cts cL ar g I _ •.._ c _ E7 i 1 -. -_p < p 0 E .I 3 ,-a • u Z C m se - :- al v" CD CD —a— _i 1 < t .2 :i al! g . g A- 1i • Ae,VHiS -r 40mA '50Q RYK- 3-sb Will 14:5b WHTtKI•KUNI UUNS I KUI;T 1 UN 1•HX NU. 1'LUbb2(8:38b • � DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS 4 , P.Q. BOX 3755 SEATTLE, WASHINGTON 08124-2255 ■cr�r ro yL{''µAA/�/� At T[n T,OIY OI -,•1/111 ="$� 199fi Regulatory Branch 1171111'1 Mr. John R. Hansen Post Office Box 1369 Port Hadlock, Washington 98339 Reference: 95-1-01600 Hansen, John R. Dear Mr. Hansen: Enclosed is a Department of the Army permit which authorizes performance of the work described in your referenced application. You are cautioned that any change in the 1O ULion or plans of the work will require submittal bf a revised plan to this office for approval prior to accomplishment. Deviation from approved plans may result in imposition of criminal or civil penalties. Your attention is drawn to General Condition 1 of the permit which cpccifies the expiration date fut cumpletlon of the work. You are requested to notify this office of the date the work is completed. Sincerely, Thomas F. Mueller Chief, Regulatory Branch Enclosure NPS FL 1145-7 APR 91 (Rev) APR- 3-96 WED 14:58 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 03 C ` r DEPARTMENT OF THE ARMY PERMIT f Permittee: John R. Hansen Mr. John R. Hansen Pot. Office Box 1jbY Permit No: 95-1-01600 port Hadlock, Washington 95339 Issuing Office: Seattle District Note: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers Corp )( shaving jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Drive piling, install floats, add approximately 62 new slips to expand the existing marina, and install a sewage pump-out station in Port Townsend in accordance with the plans and drawings attached hereto which are incorporated in and made a part of this permit. Project Location: At the Old Alcohol Plant Marina, 310 Alcohol Loop Road, in sec. 1, T. 29N. , R . 1W. , near Wadlock, Jefferson County, Washin4ton. Permit Conditions: General Conditions: Q 1. The time limit for completing the work authorized ends on MAR - 8 10 If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least 1 month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in accordance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith tranSfzc Lv a third party in compliance with General Cuudition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification to this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned Water Quality Certification and/or Coastal Zone Management consistency concurrence are issued for your project, you must comply with the conditions specified in the certification and/or consistency determination as special conditions to this permit. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. 7. After a detailed and careful review of all of the conditions contained in this permit, the permittee a.:knowledues that, although said conditions were required by the Corps, nonetheless the permittee a'reea to thoze coaditiona voluntarily to John R. Hansen beenbfalse, incomplete. ,l oro inaccurvideaty e u(See 4in uabove)ort of your application proves to have c. Significant new information surfaces which this office did not consider in rPaching the original public; interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of you permit and for the initiation of legal action where appropriate. You will be required to pay fnr any uurrcctive measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as tho§e gpecified in 13 CPR 209.170) aceompli ,h the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. JO �'• . HANSEN t -44.2Q�„_ 1 l,c. (DA E) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. _, 4&:::::247VGA NALD T. WYNN P./1144c, f i Colonel, Corps of Engineers (DATE) " District Engineer When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will C9ntinue ro be binding on the new vwner(s) of the property. To validate the transfer of this permit and the associated liabilities azrociated with co«,vli.st,ce with its cerms and -conditions, have the transferee sign and date below, (TRANSFEREE) (DATE) 3 / PP ( r• =>„ t i- rr . INOVtag sn vf, ,, 7.F r .---.1.-L+4.--t --4..i.5..÷.. `� t x -'' ."Y L . At t CC !r `�-, F •, !F •' NOTICE OF SHORELINE ��J/f+f�/�'I(Vv/ ///' y`LO ,LLGc ? )N SUBSTANTIAL DEVELOPMENT' A,1 2 4 - , PERMIT' ' ' ' : APPLICATION AND PENDING �n '7 a, �.Gt.-:nZc.C/--U Z THRESHOLD DETERMINATION t4"41:41 ' i"� ��,e/ CASE NO.SDP95-0008 d ,, ,PROPONENT(S) WATERFRONT .„ ,, " t+ rw ; CONSTRUCTION 11 ��Cc rl'' . NOTICE IS HEREBY GIVEN that fie Zl �`- 5 has eu Jefferson County has received an nar ,a,�/ya f application fora Shoreline Substantial . G tative ha: a, Z�G�-:Gv , laims Development permit ��> PROJECT Rei � nor to DESCRIPTION:Tomodifytheexisting ha, CLZ � NGS Jarred breaky"1t end construct an addition mu -Zute of to th 1st, g marina. The existing woi ion the floats, t _ ter.of the breakwater api �1 j�O t- gh the will be eta to outside of the h ',stated ,breakwater wall`to replace the existing Re rec / GYI�, t of the floating logs. The existing marina will ani / ;within be'expanded toy'the addition of new wit{ bf.;first floats to:create an additional.68 mo frngour mooring slip . The center of the of t 'ling of breakwater,Wall will,have:l beams aftt ;le tkof driven and concrete panels set to close Na 3xcept the. center 1o the wall: LEGAL wh. ,)474t/-'4 led,in DESCRIPTION:: Parcel 901 014 007- the 013, in Section 1, Township 29.North, 11: -thisbei J Range 1 West,WM.The property is as f � r /, `er and located at 310 Alcohol Loop Rd in Port. ass. J -anHadlock. The proposal is subject to deck efCE environmental review and threshold DA`C � I/�,�cv ,I0rt_L determination_ under 'the, State TOC n Environmental Policy Acct, (SEPA). O Information on the proposal is Octoby S available'from the Jefferson Count VIRGI. JR 1 Permit Center Developmentew Persor Division;•1(621. Sheridan,F. Port----do,1 Townsend,:,WA 198368, '379-4463. Enumcr zX if• Comments concerning the,proposal Philip E, must besubmitte to the Permit Center' Attorpe) by December 8;1+ 995.* ' 647 11-8 22B G� . =. 1rl . � i_.�: i 7 ii@NOWNij NV' sa k - /,v : it 1.A...it e...4,..m R f '- : ° ai/?1, Lr-o' -- , (//' 4.,-; o7),J),,,) --' ' '217. 7, 71x,;, i f-tiet, €4)--c -(4>v ,(' , . 7-Z, /- , ' _,(A, - 1 , U --4 ' 1_ i/— /- •' / - yL /jam 0 '/I'I ' .:0,,, - I ,m- „ c ' - . .,-0-21,. _Y i i ���� /(.4./.7140/(.4./.7140 , ” �,' c'(/ �rZ2 , ,, 4 • , i ./ (f; /7l'd-2 4/�� / / � : 0 - _1�i i _ , . / .�; / t A.2.V r Al / S/ 1 ,�. i' - / / /190 �`. ti-,-- _. ), / it "o/ - ` 1 _� ,.:lid 7l} 4-i cti.&/,.--/ -1 -% --e� I. dim-6() ' ; s ., / - U�' / ,ito ) 1 0'4 • „---17_,„zi / . ' ,, aa/r 6,-60 ,A),,, __ ` , . 71,4)•i / Ii A. 7 , of A -sem 3S-P6o1 6.h.4,- -40:1_„?.. co a i,Q3-yw .;:%< f• 1. JEFFERSON COUNTY FIRE PROTECTION DISTRICT NO. 1 9193 Rhody Drive P.O. Box 537 Chimacum, Washington 98325 Phone: 360/732-4533 Fax: 360/732-7088 732-7011 November 9, 1995 Jefferson County Permit Center NOV ' 4 1995 Development Review Division 621 Sheridan Street Port Townsend, Washington 98368 Re: Case No. SDP95-0008 Proponent(s): Waterfront Construction After reviewing the documentation sent regarding this proposal, the fire district requests any specific fire suppression plans that may be included as part of the proposal. Thank you for your assistance. Sincerely, sex Dick Shuff Fire Chief RHS:jm Enclosure (1) c:lcorresp95UCPC1SDP95-0008.wps 1 `-e� Com' /073/79 Following is a notice of application for a shoreline substantial development permit. The proposal site is within your department's/agency's jurisdiction. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division byDecember 8, 1995. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, 621 Sheridan, Port Townsend, WA 98368 379-4463) . Comments concerning this application must be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. N- 700'+/- . 210•+/- - -— — EXISTING FLOATING \ 108' BREAKWATER TO EXISTING PILING (� \ EXISTING PILING BE RELOCATED I BREAKWATER I ^ \ BREAKWATER i - -- EXISTING FLOATING LOGS �-- - - - TO BE REMOVED 701 BE REMOVED G LOGS _-- ■ 8'+/- 01110 150•+/- TO BREAKWATER ■ i i 29'+/- -18'+/- TYP Ly - ^� PLACES 80' 1_ OUTSIDE FLOATS - - - - i=_=-11=-_-F66,-.;/:,60-+/:, - - i-,-,-,,:T/:- I-, (--26'+/- 1 6.= 1 1 1 1 7-:: i n 1 i i ikt..N i .. c i ___ ___ _ j ? 7 I I � _ 3D _ 7.-4'+/.....-, 6' TO BE REMOVED 162•+//- t,L.21 162'+/- FROM 5 SHOREWARD FINGERS I= APPROX LOC OF EXISTING 5' X 60' - GANGWAY M,L.I.W. (0.0') EXISTING TOA SAILBOAT FLOATS I^ .----- 845'+/- TO HEAD OF PIER f i �J` EXISTING WALKWAY FLOATS i - --- TO BE REMOVED _ - - -- -" -_ EXISTING PIER , / i i i N1O - N9 480• "_ / N8 TO HEAD I OF PIER-� � N7 1 � - -_ _ _ _ = N5 No _ - - - N4 CO G LINE OF M.H.W. R 1 1(�b N3 12' N2 FIGURE 1 Si • 2 _ S4 S3 WATERFRONT R®NT S6 ° CONSTRUCTION COMPANY INC, S8 S7 KIRKLAND, VA PH, 206-828-3600 Sg PURPOSE: EXISTING CONFIGURATION • SCALE: r- 120' PAGE: L OF 4 DATE: 8-23-95 C_ ( q_97 JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90 .58) PERMITTEE: KCS/HADLOCK, LTD. DATE ISSUED: May 23, 1997 ORIGINAL PERMIT ISSUED: 06/04/96 TYPE OF USE: PR CASE NUMBER: SDP95-0008 REVISION APPLICATION DATE: September 12, 1995 PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs . The existing marina will be expanded by the addition of new floats to create an additional 62 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . Revision 5/23/97:extend the most waterward fingers 10 ' and move one other finger shoreward (see attached drawing) . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: Yes SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: NOTICE: 1 . This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90.58 .140 (8) . 2 . The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90 .58 .230 . 3 . This revised permit is effective immediately or, when appropriate under . 11111 WAC 173-14-064 (5) , upon action by the Washington State Department of Ecology. Appeals shall be in accordance with RCW 90.58 .180 and shall be filed within thirty days from the date the revised permit is filed with the department of ecology or, when ecology's final decision is transmitted to the Jefferson County Board of Commissioners and permittee. Development undertaken pursuant to that portion of the revised permit not authorized under the original permit shall be at the permittee's own risk until the expiration of the appeals deadline. If an appeal is successful in proving that the revision was not within the scope and intent of the original permit, the decision shall have no bearing on the original permit. 4 . Development or substantial progress toward the revised development shall begin within two (2) years from the date of the revision and completion of the permitted activity shall be accomplished within five (5) years from the date of the revision. 5. Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90 .58 . AO! \ / } A4111116a, A Ad„I � 1 ; :ward E. -6"1., air '_ 'fferson County Board • Commissioners SDP95-0008 JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PERMITTEE: KCS/HADLOCK, LTD. DATE ISSUED: June 4, 1996 TYPE OF USE: Conditional CASE NUMBER: SDP95-0008 APPLICATION DATE: September 12, 1995 PROJECT DESCRIPTION:To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: No SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Managem:et Master Program and the following conditions: NOTICE: 1. This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90.58 . 140 (8) . 2. The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90.58 .230. 3 . Construction pursuant to this permit will not begin nor is it authorized until twenty-one (21) days from the date of filing as defined in RCW 90. 58 . 140 (6) and WAC 173-14-090 or until all review proceedings initiated within twenty-one days from the date of such filing have terminated, except as provided in RCW 90.58. 140 (5a-c) . Construction or substantial progress toward construction of the permitted development shall begin within two (2) years from the date of this permit and completion of the permitted development shall be accomplished within five (5) years from the date of this permit. 4 . Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90.58 . Richard E. Wojt, Chairman Jefferson County Board of Commissioners c: Connie Lambert, DOE, Shorelands Office r CONDITIONS OF APPROVAL: Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. The Jefferson County Board of Commissioners have approved your permit with the following conditions which are in compliance with the WA State Shoreline Management Act and the Jefferson County Shoreline Master Program: 1. Review, approval, and final inspection of fire suppression measures shall be received from the Chimacum Fire District Chief and/or Jefferson County Fire Marshall prior to use or occupancy of the expanded facilities. 2. All requirements and modifications of the Hydraulic Permit Approval shall be followed and are adopted by reference as a condition of this permit. 3. All requirements and modifications of the Army Corps of Engineers Permit shall be followed and are adopted by reference as a condition of this permit. 4. All requirements of the WA State Water Quality Certificate shall be followed and are f adopted by reference as a condition of this permit. 5. Pump out facilities shall be made available free of charge. 6. No more than fifteen(15) percent of all wet slips shall be covered. 7. A permanent access easement shall be dedicated. The purpose of this easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public for the life of any and all commercial projects, solely for recreational purposes, specifically fishing. The dedication will be approximately thirteen hundred (1300) feet long and ten (10) feet wide. The dedication shall be linked to the previously approved shoreline public access dedications along the shoreline. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs, and assigns to close the dedicated areas between the hours of dusk and 8:00 a.m. each day and when.required by weather conditions for public health and safety reasons. The dedication shall require the Dedicator, heirs, and assigns to maintain the easement for the life of the project, including all future commercial uses, in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center Development Review Division and recorded with the Jefferson County Auditor prior use or occupancy of the proposed expansion. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3a, b, c, & d prior to use or occupancy of the expanded facility. 8. The dedicated dock easement shall be maintained as necessary by the Dedicator, heirs, or assigns. 9. All State Department of Health sewage treatment permits shall be approved and copies shall be provided to the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 10. The applicant shall obtain any permits and approvals for any expansion, redesign, or other modification to the sewage disposal system from the Jefferson County Environmental Health Department prior to use or occupancy of the facility. 11. The applicant shall install any upgrades or modifications, if required by the Environmental Health Department, to the sewage disposal system prior to use or occupancy of the facility. 12. The applicant shall contact the Jefferson County Environmental Health Department to evaluate the potable water requirements required by WA State law. 13. The applicant shall obtain any necessary water approvals and inspections, if required, by the Jefferson County Environmental Health Department prior to use or occupancy. 14. All WA State Department of Ecology Water Quality Modification Permits shall be obtained, if required by the state, and on file with the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 15. A parking plan shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval for thirty-one (31) additional parking spaces located outside the 200 foot shoreline jurisdiction within six(6) months of the issuance of this permit. 16. A stormwater plan for the additional parking area and applicable fees shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval by the Jefferson County Department of Public Works. 17. The parking plan and the stormwater plan shall be implemented by the applicant, inspected by applicable Jefferson County staff, and approved prior to use or occupancy of the facility. 18. A landscape plan shall be submitted to the Jefferson County Permit Development Review staff for review and approval prior to use or occupancy of the facility. 19. Thirty(30) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to go over the conditions and schedule site inspections. 20. Five (5) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to review that all remaining conditions have been met. IN THE BOARD OF COUNTY COMMISSIONERS IN AND FOR THE COUNTY OF JEFFERSON IN THE MATTER OF an application ) for approval of a shoreine substantial ) development permit#SDP95-0008 for ) FINDINGS, CONCLUSIONS, Ray Hanson to modify the existing ) AND DECISION breakwater and construct additional floats ) at the Old Alcohol Plant Marina ) Board of Commissioners Decision: We have reviewed and considered the referenced application and the staff recommendation to approve the permit. We hereby: Vadopt the findings of the staff and grant approval of the referenced shoreline substantial development permit. reject the substantialst' development permit request. DATED THIS �� DAY OF JUNE, 1996 JEF P- ON CO'yy Y •ARD OF CO►,!'SSI• ifii• RIK air liwmaipmpap07 RIC �•.' • E. WO7hai an 'OBE` 1 ON,Member .►7 / ' GLEN HUNTIN --!• ' D, Member ATTEST: O- 1/PLa LORNA L. DELANEY Clerk of the Board • 1 V • ` • _ x, • . ..-.._-. -.--. Wand • , -luau . •-• , � . -ay.... e(`, Gays �r • `• .y. a. Ilk• Ili r Lrw ------------- \ `J E1.l t�..d../ l.• a.o..•iV.r Doer �' j - +,1? 't 2-- • V. nEitY ISLP.N it'AIR STA T. `. `\ Fen C•.., ( - ,..,....4•:..).06)____.7- s. \ Admiralty I'•r • Hud Liri+t 1 ,�.State Park �•c ` Fort CAW) A I c°•o ty Bay - 1 tntn,.et.t� ` r Centre Ada arty `���[[[,,, .k `s( `'- 'k Nath Beach Point Wilson Light 1 ., \ _((( County Park 4 •.. --•',....1....• 4 ` - 1 Coast Mt.I�� 'tF«t Worden State Park Beach-% Si 11_ 23. ..� (, f 72W 1414 °1111h 11,04T FLAQEIt 1 De<Dc rii RAM•A. 'C 113.c0 •. ...E.,-- ,.... . ,„co. (i 77.COM - Oli MYi lial ±-- rt I r F-21L � PLAN T /LAM 17 PAS T lee VICINITY MAP ill) .55.51 NOT TO SCALL T /43171 . 67 - TRACT'0' INN 1 CCWFERCIAL /LAM x ED¢O 9 CRIELO: (PER.IWITNC 1176 •rt ma_ • TRACT'0' • Ci.r.usuw 201 l''''''/ArC4/./.-----7.. EN SPACE TRACT A61 tq ftLow wow('.1114 Mot.Growth Pr....,bile, NET.nANO AIA e am.a S Ew...A LARba Pr..oa Rik As,LWcwf'CWV.MACAW 5 _ ,.toad.,tow lb.,"D...w)b b.wrl M martin..by '°nG(L''_ Ili K. 6,.c ...Co..Nava.Ammd.tb. WALT a,E AMO 0 Dew 1111.(Mow% struvo FTA — _.- . Eywa Vvb'4 R tltna Pik Assam,LowonYw. _ 1 _- u,.M..Cobb Havanna., ).r.�.nv� total M.SRAM,.a TRACT'A' \ / / At r. OPEN SP ALE , TRACT F Dom wan QouOrm++F aroma Eve•••e.4 tklR ) - 12S w K ..f .nand.r n..b . ,br y w*.oe caw t -----......,./) r d AaaatMr. / Ili6 TRACT c 'as ii IA . I , PVtltrb mbb+od ..yr .) ...an.s.0 .l. 6 611 Da TRACT D Al CornynrcYal Trent r.,----1 // rt...ac Acm. 9a.atr•Por!(.�)b M wood a.X...a.rta..al y IM .., r• C�� . LOT 35,ROODALE ACRE TRACTS __ 4 /-• 411 Seem(Dra6..lbs Ita )b b.wood tool - a UM I ill mbotbwl by nr Otos Caw 11crn.ow_.Ato lAle. 1 3 - n2' Lw 2 b 12 Bert 7,6.7 Mow..AdAeieo b Nabei,w w � '• -• ...":1111 2 TYZ I _ Vat..ere..h Kern.2 w 1�at„1.4.14 4r. -1\___TR '3' RZPT Ca..t4 7 6a. no en ...roof...roofe4,04,..44,04,..4d-. . d J.Ro - E7 1 SPACE I A Canty by awl nowt..Deer AWter.Me.M 156267, ..1 st a +mort.11.rten. / I ]I 77- ____ E_1 /' ---- TOS74D1..TN 1I - CI Lb8s s SI . 56 er.40,•...lA#.Trsb(Dr 4.it, F/V. •I ` Dennepr.wt)n to w.M.r y .. R.OrTer. :' O .1 • 11 J /I Jj >1 0 1 0 BUILDING TYPES 5 <- QUANTITY TYPE DESCRIPTION UMT CO.MT N0.OF BEDROOMS 20 A 2 BEDROOM TORM4D1.1SE 20 40 2 a 2 BEDROOM TOWNHOUSE 2 4 4 C 2 BEDROOM TOWNHOUSE 4 a 18 D 2 BEDR00M FLAT 1a 35 3 E 21 UNIT COND014NX1M 14-1 BEDR0011 FLATS 42 42 7 -2 BEDROOM FLATS 1•/ 21 42 MEIIAMNE 1 F E70511N1 2 BEDROOM NOME 1 2 1 C EX STING MALpNC 8-T BEDROOM CO DCMINAMS a a • I RESTAURANT I HEALTH CLUB 4 I MEDRCCM DETARDRD 4 4 1 N 21 UNIT COIDOMMLM 14-2 BEDROOM FLATS 14 25 7 -3 BEDDRROOM MIR4140143 7 21 B�n..�� j TOTAL 141 215 P ■ l E L I ■ 7 ■ i 5 1 T. 29N, R. 1W, WM. 61 mii 7 Aa cas so sET "ORT TOWNSEND BAY B -um" r"011 rcp er s/ A i i TRACT b' CO M ERCLN. ! t r A EDGE?a.OFL1[`ERTA1 O1 MILONC 4T. - 1 1 (POL Yf1lM rill JF FEiwm1) rwoY Tan• TRACT•E' ....4 ' of I f TO move+MB SPACE \ 1. =.4 6 Aida.a n TRACT b' TOP SANK 1 COMMERCIAL /�� S. SLALOM SET BAO1 -�// i/ ,�={ _ RCM TOP 6 RANK ' • i 1 Ily '� �� i e. E �f A Q=om,,. //� ila i . Z5 z •\ rittitt2Gly ', , ,fig.4-D \\ \ ]FOOT UTIl/TT k g 1J 2 TRACT'C' / -14 COuldERCAL ' I te;' ID 'Se �I 906 cs ROAD ^ LIE rfr • ) ,11 r, I -40 1 `iV\• . 0�� .- '\ TRACT'F' 1111100 . OPEN DACE -41 . Allik 11.012.sq.II. A i 1 020 so-res - .411111110111.11r4 /i\ * , \ a 'r., �1 �- lks • I .I'� � Abitsg � c 707.,,e . ,....ily A. . , , D li '- 1. Nye rA • 4-7 dr 3 ,.#/a47-...•----2.: ' 4') (1 'Z'. ,a.; __,_. . ,v, it, ,.4, ___ _„ -�� ? �•40/:10.. lit .... \- . .. i. :,\ L , .," P w ,.. ,, .„. .... i ra, . .. .• '-'44 I j jTRG *Sit• ♦ f. ._� �� 1G 2i'. I SPACE k{. • •i • l20• -Inr ass j .v.s 1 ♦ � 4b ` 1d•�. 1 �v�` '� O ) / O o Z ap ''113-.' IS a ) 21._. 0-. ,`�-i,y in, I Q a s ��� I ` \ 4. 3FOOT TAT' U W \ EA97EN7 AT BOOT ) ll , ,.,, , I 906 OF ROAD �1 _ _ _ , , ....4- ���iAfurws�a�.,f`!Lail �13T ' l mg -li F `1 G. q CO FOOT T O'Mr JL LOOP -•A� ro SE•.•. 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T 007µrw�1��t wUfu T�4y.M1 370 370 1761 /KJnil4 S70 3N Ot 31 .i: MA�RONA - w • -- Y�SL��QM L5. was +� a ..c.,. c . My wr LANO SUIIVtywo „Mx t • . iiiiii Oa otvac•+ICKr caau►nNo �.�} *4....... . �,�.� •. *In'a-WbwT\AfwP4141M .._^`' ?!1.•.A.�..• MADRONA PLANNING& DEVELOPMENT SERVICES, INC. 1256 Lawrence Street Port Townsend,Washington 98368 r DEC - 6 1996 Phone 360.379.8151 Fax 360.379.0131 JEFFERSON COUNTY e-mail: madrona@olympus.net PERMIT CENTER U Facsimile - Pages: Fax ❑ Transmittal ILIff Hand Delivered To: Jefferson County Permit Center Date: December 4, 1996 Re: Shoreline Substantial Development Permit # SDP95-0008 Enclosed please find Old Alcohol Plant Existing Parking Conditions and Old Alcohol Plant Proposed Parking Plan. Consistent with the requirement #15 of Shoreline Substantial Development Permit Conditions of Approval the Proposed Parking Plan demonstrates thirty-one (31) additional parking spaces located outside the 200 foot shoreline jurisdiction. Please do not hesitate to call our office if you have any questions regarding this matter. Sincerely, MAL-61 Marina Tarussov Assistant Planner ___---------- '11 \ . \--vs \ ....., )<, 777 ,,,,,,_ \ \ "r" //77' \ w!I \ \I �- 0 „,,,/ \ ' \/"/ ,7,-'./ ., .' r / cs.‘ „.„' ,,,,,,,,/ / \ 7., ../-"' 2xd--j /,---, 7 ,k" c) , \ ,././- ,./ , . c -Cil ✓ T \ / J f f -- . °', \ f ✓ / ../". .„.., ,Z. . /7 ,.,,z.,,/ / / / >i ,_ ) — \ \ ,� \` 1110 NN 7 \ x \ G\ ',,,, ,>-- / ,,, --, \\ ic.* ,,,, --),,,, • r''✓'" � Ate,• „,./ \N,,-\ ,,,,///1„:"-1-'11,'./:/..,,-;./: °rte r / .d''R' r� ,..<rte, �,. fes. .. ..- _/ //p erf : c � Z \ '''''' ,, 'V -9/'/ lzi ,./' ,,, GN = N., . \ ../ 3' -I' \ \-v\ \ z„,\ l.✓✓•' I �_ _,, \-------. \ \ \ C \. �� \ \ ,e...„,".< \34--- ,/,'„ ` ,.".„Af cr.., >< 2-F\-q ✓ v -I --,,,, • lf.7 ,Z• ,.7 '‘.. .,„ ,‘,.„,"' _ N r a \ o V O ~''a 10 "Cli ,m -� \ c -0 ..; _L. =,.. 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I./ . .IM N•r Z` ,l Yiatl t r Lim N �tI r Z� t 14 $ .lei, az 4L iw'�o. w�' 1 fYaAlo.+II - f t — .ti p... ;v.__ _ sof- dm -A �' N 010 C. pwi I�,M.M Pe•M e`i&rlt0.La1r.�, N.1 r O `- �• t}N herr 2 n .. Wooden... -,tattrar .7.. "SP t L i ti nr - ! ..unit,..r4. , /-L — p� re twarstr� ' t • 'Id I 0 9 K . .LAI: 'ID•0Ia 46' , _LON: I a.2° s}i 3Y SSG: 1 TWNS4P: '2- ) N RN4: I w Figure 1 0 F 4 P • • ORT" HAD LC -K !NN i MARINA uar: 10 'd 98£812890Z1 '0N X33 NOILOfNISNO0 1NON3N3IUM 00:91 NOW 96—E —NAI • • viummemosolonir RMSp=i, TIjN�Lim C REPRCNT OA FLOTATION TUO LrNCTM y/8" GALV 8'-0' TVPCORD ROOS N SOLID BLOCKING �C) 2'-q 0/C TWT \\ ` et rooP , GnI,gTE wAltR I ,.° ••• \ ., ....:=. .�-�. \ I ..... `1 40�`` 0 \`��2 MOAT TUB W/- STYROrOALi ci nr,K * PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL PILE 3X NAILER If -1/2' GAIV STEEL UtCKING VINYL DECKING USED Al; HOOP TIIRU 0 DOTTED WITH 1/2" DOLL DOLIS S-1/8 X 9-1/2 wALEN 1111 :41 71^ i + 1 . r11MNIMI1IIIIIMIIIIIMIN '1r Silt twt V •- C �-_- G �j SOLI0 9LOCNINet PI.OAT Tu 1, !Fin() RODS UIILIIY RUN 2 O/C 4 < UNDER DECK DOUDLC WALCRS 4 d < sot ID RI0C �- KINC ►. raw rLOTAT1oN • 1IA.O DE0 LASS T TUO 4'-4"+/— SECTION i1111111 0 1 VIII II111111111111I11111111111111111111.1111INAIL ill INNI CAV �I'ttL sift' L COMPRf;S ION TMRU BOOS PILE HOOP DETAIL 3X NAILER IP VINYL DECKING USCO 2x0 DEGKiM 3X8 WALERS •E3,_.,...., _�,.__ • etOR Gw2114MI_L, y I FACIA R kS�. gra GAVAt0. 1 1 a 12'' 15 i501.10 BLOCKING CO [ CS lOA A a� IMNU woos •O 4 714 I UTILITY RUN UNDER DICK PROPOSED://�} CD " n d ° PORT HA()I C)CK INN Rt MARINA u °, a NEAR HADLOCK, PORI MniIWO PLASTFC TOWNSEND BAY LOAM 1 LUTAIIUN FLOAT TUB IN: 6' +/— SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:I?AY I!ANSON NUTC.- ALL IIARDWARC TO DE NQT Dom) GALVAIM2E0 PAGE: 4 OF 4 DATE: 9-11-95 r A VO 'd 98£8Lz890z1 'ON XU.i NOI1OfNISNO0 1NON3N3I t'1 z0:9t NOW 96-E -Nnr STATE 04, 8 4 a 1, O O �'t 1889� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47775 • Olympia, Washington 98504-7775 • (360) 407-6300 N @ N 11 P N ro June 24, 1996 2 N 2 6 /996 / Mr. Steve Zuvela JEFFERSON � f Waterfront Construction PERMIT CENTERTY ! 75 State Street Kirkland, WA 98033 Dear Mr. Zuvela Re: Jefferson County Permit #SDP95-0008 Steve Zuvela - Applicant Shoreline Substantial Development Permit #1996-SW-00525 The subject Shoreline Management Substantial Development permit to modify the existing breakwater and construct an addition to the existing marina, was filed with this office by Jefferson County on June 6, 1996. The development authorized by the subject permit may NOT begin until the end of the appeal period June 27, 1996. You will be notified in writing if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, hini462,Li (),E-101.L..e.,,2*, Jeffree . Stewart Shoreline Specialist Shorelands and Water Resources Program JRS:cl RECSDP.WP cc: Jefferson County Permit Center • • FILING A PETITION FOR REVIEW WITH THE SHORELINES HEARINGS BOARD To file a Petition For Review(appeal) of a shoreline permit decision with the Shorelines Hearings Board (Board), you must comply with the requirements of RCW 90.58.180 and WAC 461-08- 055. The Petition For Review must be received by the Board within 21 days of the"date of filing" as defined by RCW 90.58.140(6) and WAC 173-14-090. The petitioner must also serve copies of the petition on the Department of Ecology and the Attorney General within seven days of filing the Petition For Review with the Board. The "date of filing" for •Substantial Develermeni Permits •Locally denied Conditional Use Permits •Locally denied Variance Permits •Permit Revisions is the date Ecology received a complete permit filing. • The "date of filing" for •Locally approved Conditional Use Permits *Locally approved Variance Permits is the date Ecology mailed its final permit decision. The "date of Filing" for •projects receiving Substantial Development AND Conditional Use/Variance permits is the date Ecology mailed its final permit decision on the Conditional Use and/or Variance. The Petition For Review (appeal) must contain: 1. The name, mailing address and telephone number of the appealing party, and of the representative, if any; 2. The appealing party's legal residence or principle place of business within the state; 3. A concise statement of the grounds upon which the petitioning party considers the permit or decision to be unjust or unlawful. If one of the grounds for appeal is failure to comply with the State Environmental Policy Act (RCW 43.21C), six copies of the applicable environmental impact statement must be included with the petition, if available. 4. A copy of the decision or permit appealed; 5. A copy of the permit application filed with the local government pursuant to RCW 90.58.140. 6. The relief sought, including the specific nature and extent. • • 7. A statement that the petitioning party has read the Petition For Review and believes the contents to be true, followed by the party's signature and that of the representative. If the petitioning party is unavailable to sign the Petition For Review, it may be signed by the representative. WHERE TO FILE PETITIONS FOR REVIEW The original and one copy of the Petition For Review must be filed with: Environmental Hearings Office t Shorelines Hearings Board 4224 6th Avenue SE Building 2, Rowe Six P.O. Box 40903 Lacey, WA 98504-0903 FAX: (360) 438-7699 One copy must also be filed with each of the following: Department of Ecology Shorelands& Water Resources Program Shoreline Appeals Coordinator 300 Desmond Drive, Lacey P. O. Box 47690 Olympia, WA 98504-7690 FAX: (360)407-6535 Office of the Attorney General Ecology Division 629 Woodland Square Loop SE, Lacey P. O. Box 40117 Olympia, WA 98504-0117 FAX: (360) 438-7743 The local government whose permit or decision is being appealed. The permit applicant. - If you have questions, please call the Shorelines Hearings Board at 360-459-6327. The Board's FAX number is (360) 438-7699. Or, call Ecology's Shorelines Appeals Coordinator at 360-407- 6528, or FAX (360) 407-6535. Ecology is an Equal Opportunity and Affirmative Action Employer. For special accommodation needs,contact the Shorelands and Water Resources Program ADA Coordinator at(360)407-6604. The TDD number is(360)407-6006. gSON c • I ,� 44, JEFFERSON COUNTY PERMIT CENTER 4, �c�� �/ 621 Sheridan Street, Port Townsend, WA 98368 �`nNG� June 5, 1996 KCS/HADLOCK, LTD. 4000 W Clearwater Ave Suite #1 Kennewick WA 99336 Re: SDP95-0008 Dear Sirs: Enclosed please find your Shoreline Substantial Development Permit. The Board of County Commissioners approved the permit with the new staff report on June 4, 1996. The permit together with supporting documents will be forwarded to the Department of Ecology today. Please review the conditions of approval carefully. Note that construction cannot begin until 21 (twenty-one) days after DOE has received the documentation. This is the mandated appeal period. Sincerely, G Monica Macguire Permit Coordinator II `K Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits &Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 • • > " A, slie/4- > live d. Th --c-7. AD I , 1117 s- b-e-n-c-L__ /14, 71-- - l�" , sem • ,ek,„ PAF RU s 6 7 ,g4„.._...c,„Ak 6 to sAAe s Af_et—e t.(_7(,-, Wvv / 4 • aat44, Age � r • JUN-01-1996 17:46 MADPONA PLANNING 360 379 0131 P.01 AiL - o _ _ June 1, 1996 Ms.Monica McGuire Department of Development Review 621 Sheridan Street Port Townsend,WA 98368 FACSIMILE TRANSMITTAL Dear Ms.McGuire, Attached please find a draft copy of the Shoreline easement required by the Jefferson County Department of Development Review. This easement is still being reviewed by attorneys,and as you will note,the easement is subject to receipt of approvals from both Jefferson County and the State of Washington. As per County recommendations,the easement will be recorded prior to use of the expanded facility. Currently the Marina has 88 slips. The proposal,as modified by the Department of Fish and Wildlife is for 161 slips. A pump out station had been previously approved by Jefferson County,et al,but never constructed,it will be constructed as part of this project. At this time,it my understanding that the applicant is not intending to build a fuel station (again this was previouslyapproved and not constructed). Future construction of a fuel dock would require additional permitting. The current owner of the Marina,the DNR Leases,and the Old Alcohol Plant,is KCS/Hadlock,Ltd. Mr.ray Hanson,in his sale agreement with KCS/Hadlock, transferred his previous approvals,and pending applications. Please do not hesitate to contact me if I can be of further assistance. We appreciate the effort the Permit Center Staff is making to assist in the timely processing of this permit I will most likely not be in the office this evening or tomorrow(Sunday).however you may reach me at 385-3771. c - nde K.Grahn Associate Planner 4. Kt.CORDING --This dedication document shall be recorded by the Jefferson County Assessors office. DEDICATOR: KCS,Port Hadlock,Ltd TOTAL P.01 JUN-02-19% 13:35 MADRONA PLANNING 360 379 0131 P.01 • • 461°41(ke DEDICATION OF A PUBLIC ACCESS AREA hfor the use of the general public erea natter referred to as Dedicator,does hereby make in perpetuity consistent herewith the following dedication: I. AREA TO BE DEDICATED (a) The area to be dedicated is described in Exhibit A(Legal Description)attached hereto and made a part hereof as though fully set forth herein. The area to be dedicated is to Dedicator's Aquatic Lands lease with the Washington State u ccs 12041415)and any replacements,renewals or extensions of said . of Natural Resonttoes 2. PURPOSE OF DEDICATION To allowaccess and entry onto the dedicated area bythe general ic and al/ members thereof f�Hxirrppeaceful enjoyment and recreation of the dedication area l and the waters of Port Townsend Bay adjoining specifically to include recreational fishing. 3. LIMITATION OF DEDICATION (a) Access to the dedicated area shall be limited to foot traffic;access by land vehicles or water craft of any type,shall be upon the specific invitation of the Dedicator,its heirs, successors,or assigns only. (b) The entire dedicated area may be closed to public access by the Dedicator,its heirs, successors,and assigns between dusk and dawn each day. purpose(c) The dedicated arra may be temporarily closed to the public from time to time for the necessary of public and, herr weather conditions present a safety hazard or when Dedicator deems for safety. (d) Neither the Dedicator,its heirs,successors or assigns nor Jefferson fi nor the State of Washington,nor Jefferson County,not the State of Washington,nor the officers, cers� , agents,employees of said entities,shall be responsible or held liable for Injury or damage occurring to members of the general public availing themselves of the dedicated arra, essuni the injury or damage results from an immediate,direct and negligent act of the party sought to be held, and in no event shall the Dedicator,its heirs,successors or assigns be responsible for any act or omission of a third party or be responsible for the failure to provide security,supervision,or guards for members of the general public,or to provide protection for the general public for the acts or omission of other members of the general public. e) Dedicator,Tbe heirs,successors tr assigns shall have the sole and separate rceresponsibiand' Sercrarndefendaining andhold portion of the dedication to which the general public shall have s harmless Jefferson Countyfrom asserted byanyfor injuryorany maintenanceams,real and imaginary, persondedicated area. stanola �'��resulting from improper of said covenant of maintenance and to defend harmless those shall be facilities. This land. ty shall run with the (0 Nothing in this dedication shall operate or be held to relieve the Dedicator,it heirs, anigns,or successors from the continuing requirements and conditions imposed byany permits issued the underlying yeappreNal J�County or The State of Washington. This dedication is o the oShoreline Permit by the State of Washington Department of Fes. (g) The Dedicator,its heirs,successors or assigns,reserve the right to alter the boundaries of the dedicated area provided that the nature,purpose and essence of the area of dedication remain the same_ 4. RECORDING This dedication document shall be recorded by the Jefferson County Assessors office. DEDICATOR KCS,Pott Hadlock,Ltd - TOTAL P.01 • s Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: SDP95-0008 WATERFRONT CONSTRUCTION 310 ALCOHOL LOOP RD 05/30/96 No. Cond Title Wording of Stat Stat Stat Update Upd Code Condition/correction Date By Date Date 1 0100 hpa corps swqc All requirements and modifications of the Hydraulic Project / / 05/30/96 AK Approval, Army Corps of Engineers Permit and State Water Quality Certificate shall be adhered to. 2 0100 pump out facilities Pump out facilities shall be made available free of charge. / / 05/30/96 AK 3 0100 covered slips No more than fifteen (15) percent of all slips shall be / / 05/30/96 AK covered. 4 0100 PUBLIC ACCESS EASEMENT A permanent public access easement shall be dedicated. The / / 05/30/96 AK purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. 5 0100 dedication The dedication shall clearly state the name of the parties / / 05/30/96 AK dedicating the easement, that the easement is dedicated to the public in perpetuity solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8:00 AM each day and when required by weather conditions for the public health and safety. The dedication shall require the Dedicator, assigns and heirs to maintain the easement in perpetuity in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easeM;nralecation shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditor's office prior to final approval of the shoreline permit. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3 (a) (b) (c) & (d) prior to completion and use of the proposed expansion. 05/30/96 17:13 DEPT OF ECOLOGY - SWRO 001 • DATE: SENT S TIME SE T: 1111+$UN6ION E"ATE 6E4AQiLr4G ; od FAX TRANSMITTAL TO: 11/1"i't /VM c CrU c FIRM NAME OR AGENCY: *Me City State FAX NUMBER: %O 371 (NCI( NO. OF PA IES (Including thi. one) FROM: 3z{ te-- 5 1s.tt- OFFICE: RE: REMARKS: i WASHINGTON STATE DEPARTMENT OF ECOLOGY SOUTHWEST REGIONAL OFFICE 510 DESMOND DRIVE SE FAX (360) 07-6305 PO BOX 47775 PHONE (36 0) 407-6300 OLYMPIA WA 98504-7775 SCAN (407) 05/30/96 17:14 DEPT OF ECOLOGY - SWRO 002 • • Hello Monica Here are a few suggestions for refinement/ addition to the Old Alcohol 'lam staff report. Overall, it provides a lot of useful information that is fairly well organize.. I'd like to sec more detailed continents referring to the master program pi licies. What you have tells a conclusion, but also HOW the proposal is consistent wo Id help readers understand how the conclusions were drawn. That will make it easier for •)mmissioners to interpret and draw conclusions, and the details of how decisions were o de sometimes becomes very important long after the fact. Particular suggestions follow A. I think you can simplify by saying: Applicants have proposed expansion of marina facilities an modification of the existing breakwater. cubic yards of rip rap will be placed (?), and steel I-beams placed for reinforcement. Floats will be pl.ced outside the breakwater(why)and 68 additional moorage slips provided ithin the harbor. The applicants have agreed to provide a public access corrid•r feet wide and feet long and record same in a permanent easemen consistent with master program policy. (If there are other significant actions these should be briefly d•scribed as well) B. Mention whether the facility is operating with an existing s toreline permit, when it was granted, and how much this deviates from or is consistent with the previous permit. When was the original facility constru sted... before the original permit? The site is a acre parcel located on.... If there are other sensitive species.., eagles? smelt? mentio these. It might be useful at this point to briefly synopsize anything rele ant out of the Hydraulic Project Approval, and nothe that Fisheries visi d the site and reviewed the proposal. C. (continue or delete lettering format) EXISTING USES This section needs to identify ownership, and whether adjacent •roperties have interests that will be affected by the marina expanding. How many slips are currently provided? Is there a fueling station on the dock? A pu pout station? Public restrooms? Are there presently any formal public access oppo tunities?What, if any, development is on Skunk Island? Any development propos•d? Have any tribal governments expressed interest or concern? D.& E. No comment 05/30/96 17:15 DEPT OF ECOLOGY - SuR0 003 • i F. SEPA Has Mr. Zahn's letter been accurately paraphrased? I think it would be useful to describe the storm damage refferred to in more detail as justification for the breakwater reinforcement. That could happen here or under site conditions. Are Ecology comments well paraphrased? Note that Ecology SEPA comments are actually made by the people whose names are identified as contact pers as. Elizabeth Phinney ofr Chuck Gale sign the letters with combined comments, but wi 1 know little or nothing about the project. From what is written here, Ecology was not pro ided additional information as requested, and therefore cannot be held accountable for si,ning off on the project. I don't think it is correct to state there are no cumulative impacts concern nor does their assertion about Fish and Wildlife conditions and so on make any difference in that regard. What matters is whether there are other properties in the area which co Id be similarly developed,and this issue needs to be addressed substantively by the coun ,. (1 SITE INSPECTION Should name the representative, summarize the site visit/ issues discuss• / conclusions drawn. Were other agencies in attendance also? Were there other site vi.its or meetings held? APPLICABLE SHORELINE POLICIES 5.Shoreline of Statewide Significance should note the policies at 90.58.020, .nd address how the public access and recreation policies, being lower ranked than the of i ers for natiral character and resource values, have been addressed in design of the proje 7. Public access should describe the improvement being made to public access,what are the reasonable guess at numbers of people who will be able to use it, wh:t for (boating? Viewing? swimming?) Is there linkage planned or possible to a larger waterfron trail system? If so, these should be described as above questions on what kin of access also apply. 13. Are parking areas being expanded alonng with additional mooring sp•ce? Are they being located farther from the water, leaving the shoreline to resume inure natural character? (This, or even plantings of native species buffer zones, is something the applicants may be required to enact as a condition of approval. As it is an .SWS, this is all the more appropriate. Requiring public access is great, but resource value. matter also.) OK> > > > Enough for now... let's talk in the morning about conditions, :fter you've had a chance to review this and make your own changes...I • • INTEROFFICE MEMORANDUM TO: JEFFREE SI'EWART FROM: MONICA MACGUIRE SUBJECT: OLD ALCOHOL PLANT COURTESY REVIEW OF STANK REPORT DATE: MAY 29,1996 Thanks for this review; may I have your comments on Friday morning? It's scheduled for BOCC review on Monday morning. Also, we are working with a number of people to either redesign their houses or move them away from the Shoreline rather than apply for variances. It has become clear (and we are making it clear to the applicants) that they cannot meet the criteria for a variance. We have begun a procedure to ensure that future applicants are more aware of setbacks and shoreline issues before they apply for their permits or when they apply for their permits. You should be proud of us! • I r JEFFERSON COUNTY PLANNING AND BUILDING DEPARTMENT ��' • P.O. Box 1220 .'` 11,4,. .1,*.r ; Port Townsend, Washington 98368 x 4.� 5, �¢Tr 1}, e-y1 f}4,-�f(` 1- z �'� 4! Planning(206)385-9140 r< -' r •a ' Building(206)385-9141 t .. '-+=z� ` '=s-" --f `• y' FAX(206)385-9357 JEFFERSON COUNTY COURTHOUSE Craig Ward, Director MEMORANDUM TO: JEFFERSON COUNTY BOARD OF COMMISSIONERS FROM: PLANNING AND BUILDING DEPARTMENT DATE: OCTOBER 13, 1993 SUBJECT: AGENDA FOR WEEK OF OCTOBER 18, 1993 DESCRIPTION: Multiple Application to: (A) develop a 52 lot residential subdivision on 23.5 acres, (B) vary from lot design standards, (C) Conditional Use approval for a mixed use residential and commercial development, (D) vary from the minimum building setback standards for multi-family dwellings, and (E) shoreline substantial development permit approval. The applicants are Rome and Ventura. File numbers LP-08-92, IZ-46-93, and SDP-92-15. ISSUES: Water Supply and View Blockage-both of these issues are discussed in the Hearing - Examiners Findings, Conclusions, and Recommendations dated September 20, 1993. BOARD OF COMMISSIONERS ACTION: Request the Board of Commissioners to consider one of the following courses of action: 1 . After examining the Hearing Examiners/Shoreline Commission recommendations and the accompanying materials, BOCC may adopt the examiner's/shoreline commission findings, conclusions, and approve; the 52 lot residential subdivision on 23.5 acres, the variance from lot design standards, the conditional use approval for a mixed use residential and commercial development, the variance from the minimum building setback standards for multi-family dwellings, and the shoreline substantial development permit approval; or 2. Reject the recommendations of the Hearing Examiner/Shoreline Commission and find that a change to Hearing Examiner's/Shoreline Commission recommendation is necessary; or 3. Determine that a public hearing will be held by the Board and direct the Planning - Department staff to publish notice of said hearing, and further determine that the Board will adopt its own conditions prior to approving or disapproving the preliminary binding site plan. PLANNING DEPARTMENT RECOMMENDATION: 1 . Act favorably on the recommendation of the Hearing Examiner and the Shoreline Commission. 0 4110 SHORELINE COMMISSION RECOMMENDATION The Jefferson-Port Townsend Shoreline Management Advisory Commission considered the proposal on June 16, 1993. Associate Planner Jim Pearson presented the staff report, discussed the proposal, and answered questions from the Commission. He noted that there were issues involving water supply by the City of Port Townsend and conditional use for residential development in urban shoreline designations. Rome Ventura, project proponent, discussed the proposal and answered questions from the Commission. The hearing was opened to public testimony. Jim Engle of the City of Port Townsend Public Works Department stated that the water commitment had expired. The City was unsure whether it had sufficient water to supply the project. He discussed water issues with the Commission. Patti Sullivan spoke regarding whether the proposal was a primary or secondary use. She also questioned whether it was appropriate for the Commission to be conducting a hearing when the title to the property was in question. Jim Pearson stated that application for the proposal had been made under the previous ownership by Phil Broms. He stated that he had spoken with Ray Hanson, the owner, and he had authorized the County to process the application. Bernie Arthur stated that he thought that high density housing should not be a conditional use in the urban designation. Jeanne Sisneros, adjacent property owner, stated that her view would be eliminated by the proposed condominiums. She was also concerned about drainage issues. The public testimony portion of the hearing was closed. Jim Pearson noted for the record that the proposal was being reviewed under the existing Master Program that had been adopted in 1989 and not under the amendments that had been rescinded by the Board of Commissioners. The existing Master Program Urban Policy makes residential development and other nonwater-oriented uses conditional uses in the urban designation. The Commission discussed the issues of public access, demolition of the east wing of the old alcohol plant, storm water runoff, wildlife, adequacy of the sewage system, parking, and use of the site by Native Americans. The Commission discussed possible revisions to the recommended permit conditions. It was moved and seconded to adopt the staff report with the recommended conditions and conclusions of law and to recommend issuance of the shoreline substantial development conditional use permit by the Board of Commissioners. The motion carried. The Commission unanimously adopted the proposed findings and recommended approval of the application with the revised conditions. C:\SDP\SDP92015.RPT 10 0-17- 4111 so x , a re PARKING Jefferson County Zoning Code require.50 parking spaces per Marina Slip. There are 62 A new sinsyroposed,soallislay parking spaces need to be accommodated, consistent with current zoning requirements. A Parking Plan will be prepared for review and approval by the Director of Development Review,prior to use of the expanded Marina Facilities, which demonstrates provision of an adequate number of parking spaces. #of SLIPS Currently there are 90 slips and the small boat floats. Proposed Additional slips : 62 slips, consistent with the drawing attached Figure 2 Revised 12/15/96,and as adopted by the Department of Fish &Wildlife. Total Slips approximately 143 , to be constructed as per the drawing attached Figure 2, Waterfront Construction Revised 12/15/96, and as adopted by the Department of Fish& Wildlife. Please note: Total slips does not equal existing slips plus proposed slips, due to reconfiguration of existing slips. Total number of slips (boats to be accommodated is approximate and may vary slightly according to boat size, weather conditions, etc. However the Marina will be constructed as per Figure 2, Waterfront Construction, Revised D ate 12/15/95. Condition: All State Department of Health permits regarding sewage treatment and disposal will be approved and on file with Jefferson County Department of Development Review prior to use of the expanded facilities. All State Department of Ecology Water Quality Modification Permits will be obtained I f required,and on file with the Jefferson County Department of Development Review. If no further Water Quality Modification permits are required, a letter so stating shall be filed with the Jefferson County Department of Development prior to the start of construction. 5 days prior to the start of Construction the applicant shall apply to the Department of Development to verify that conditions necessary to begin construction have been met. v weeb prior to beginning use of the expanded facilities, the applicant shall apply to development review for file review to verify that all remaining conditions have been met. • 111 JEFFERSON COUNTY BOARD OF COMMISSIONERS CONSENT AGENDA ITEM June 3, 1996 DESCRIPTION: Consideration of the staff recommendation to approve Shoreline Substantial Development Permit SDP95-0008, an application to modify the existing breakwater and construct an addition to the existing marina, Mr. Ray Hanson applicant. ISSUES: The Board remanded this permit to the Development Review Division on May 20, 1996. A new staff report is attached for your review. ACTION: Approve the permit. The chair should sign both the decision document and the permit. These documents are time sensitive as the permit together with its supporting documents needs to be forwarded to DOE within eight (8) days of approval. • ' &104.'"4,1110, MADRONA PLANNING&DEVELOPMENT SERVICES 1447 May 29, 1996 Ms. Monica McGuire Department of Development Review 621 Sheridan Street Port Townsend, WA 98368 LETTER OF TRANSMITTAL Dear Ms. McGuire, Attached please find a draft proposed staff report for the Shoreline Substantial Development Permit 95-008, Ray Hanson, Old Alcohol Plant Marina Expansion. This draft has been prepared by our firm, at the expense of the applicant, for your review, to facilitate the completion of the need revisions and additions. Specifically we have revised the previous staff report in the following manner: • To be consistent with Jefferson County Department of Development Review format. • To address concerns raised by the Department of Ecology in two comment letters received during the SEPA review process. • To provide expanded Findings of Fact, Conclusions and Conditions to reflect a more thorough review of the Shoreline Management Master Program. • To address concerns raised by the Fire Chief that adequate Fire Suppression methods be in place prior to use of the expanded facilities. • To ensure that the required public access easement is adequately posted and recorded prior to completion of the project • To include a provision to ensure that pump out facilities are made available to all tenets free of cost, as required by the Jefferson County Shoreline Master Program. The staff report has been saved as a WordPerfect document on a IBM-compatible disk. Please do not hesitate to contact is you have any difficulty opening this document or if you require further modifications to this report. de K. Grahn Associate Planner cc: Applicant MADRONA PLANNING&DEVELOPMENT SERVICES •607-A TYLER, PORT TOWNSEND,WASHINGTON 98368 • PHONE 360 379 8151 •FAX 360 379 0131 • • Definition, Policies and Performance Standards of Section 5.110, Marinas. E. RECOMMENDED CONDITIONS Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. Jefferson County Development Review Division staff recommend consideration of the following conditions which are intended to ensure compliance with the Shoreline Act and the Master Program: 19. Review and approval of fire suppression measure shall be received from the Fire Chief prior to use or occupancy to the expanded facilities. 20. All requirements and modifications of the Hydraulic Project Approval, Army Corp-of Engineer Permit and State Water Quality Certificate shall be adhered to. 21. Pump out facilities shall be made available free of charge. 22. No more than fifteen(15) percent of all wet slips shall be covered. 23. A permanent public access easement shall be dedicated. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the Dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims , real or imaginary, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 10 • Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3 a, b, c& d, prior to completion and use of the proposed expansion. F. CONCLUSIONS OF LAW The decision to issue or deny an application for a shoreline substantial development permit should be based on the proposal's consistency with the Shoreline Management Act and the Jefferson- Port Townsend Shoreline Management Master Program. If the Board of County Commissioners decides to issue a permit for the proposal, the Development Review Division staff recommends the adoption of the following conclusions: 24. The proposal, as conditioned, is consistent with the purposes and goals of the Shoreline Management Act and the Jefferson-Port Townsend Shoreline Management Master Program. 25. The proposal is consistent with Shoreline Master Program Section 4.105 Urban Designation. 26. The proposal, as conditioned meets the approval criteria for primary uses as set forth in Shoreline Master Program Section 4.201 Primary Uses. 27. The proposal is consistent with Shoreline Master Program Section 4.30 Shorelines of State- wide Significance. 28. The proposal, as conditioned is consistent with Shoreline Master Program Section 5.110 Marinas. 29. The public notices of the application for a shoreline permit and for the public hearing before the Shoreline Management Advisory Commission are consistent with the requirements of Master Program 6.402 Public Notice. G. STAFF RECOMMENDATION Based on the preceding findings and conclusions, staff recommends finding that the proposal, as conditioned meets the primary use review criteria and that the Board of County Commissioners approve the issuance of a shoreline substantial development permit for the proposal. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 11 • S May 29, 1996 Ms. Monica McGuire Department of Development Review 621 Sheridan Street Port Townsend, WA 98368 LETTER OF TRANSMITTAL Dear Ms. McGuire, Attached please find a draft proposed staff report for the Shoreline Substantial Development Permit 95-008, Ray Hanson, Old Alcohol Plant Marina Expansion. This draft has been prepared by our firm, at the expense of the applicant, for your review, to facilitate the completion of the neederevisions and additions. Specificall I we have revised the previous staff report in the following manner: • To be consistent with Jefferson County Department of Development Review format. • To address concerns raised by the Department of Ecology in two comment letters received during the SEPA review process. • To provide expanded Findings of Fact, Conclusions and Conditions to reflect a more thorough review of the Shoreline Management Master Program. • To address concerns raised by the Fire Chief that adequate Fire Suppression methods be in place prior to use of the expanded facilities. • To ensure that the required public access easement is adequately posted and recorded prior to completion of the project • To include a provision to ensure that pump out facilities are made available to all tenets free of cost, as required by the Jefferson County Shoreline Master Program. The staff report has been saved as a WordPerfect document on a IBM-compatible disk. Please do not hesitate to contact is you have any difficulty opening this document or if you require further modifications to this report. Ande K. Grahn Associate Planner cc: Applicant 1111 Page No. 1 CASE HISTORY FOR CASE NO.: SDP95-0008 WATERFRONT CONSTRUCTION 310 ALCOHOL LOOP RD 05/14/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ---- --- -------- --- SDPA020 Shoreline Planner Review / / 09/12/95 10/23/95 Dennis Thomason has found the P HVE 10/24/95 HVE application to be complete The review of the file is now beginning. Planner review HAS NOT been completed yet, only completeness of application. SDPA041 Request review by / / 12/08/95 / / Jim Pearson, Public Works P HVE 10/24/95 HVE Linda Atkins, Environmental Health SDPA130 Miscellaneous action / / / / 10/23/95 application is substantially complete P HVE 10/24/95 HVE SDPB010 (F) SDP Application Notice +30 / / 11/08/95 12/08/95 P HVE 10/24/95 HVE SDPB030 (F) Issue "Preliminary" DNS / / 02/14/96 02/28/96 Signed 2-9-96, published 2-14-96, mailed P HVE 02/12/96 HVE out 2-13-96. SDPB050 (F) Issue Final DNS / / 02/28/96 03/09/96 Created February 26th, signed February P HVE 02/28/96 HVE 27th, mailed February 28th. SDPC050 Approve permit / / / / 04/04/96 BOCC approved permit on April 1, 1996. F DRT 04/04/96 DT SDPC050 Approve permit / / / / 05/20/96 05/13/96 AK • • JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PERMITTEE: KCS/HADLOCK, LTD. DATE ISSUED: June 4, 1996 TYPE OF USE: Primary CASE NUMBER: SDP95-0008 APPLICATION DATE: September 12 , 1995 PROJECT DESCRIPTION:To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 62 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: Yes SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: NOTICE: 1. This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90. 58 . 140 (8) . 2 . The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition • 411 prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90. 58 .230. 3 . Construction pursuant to this permit will not begin nor is it authorized until twenty-one (21) days from the date of filing as defined in RCW 90.58 . 140 (6) and WAC 173-14-090 or until all review proceedings initiated within twenty-one days from the date of such filing have terminated, except as provided in RCW 90. 58. 140 (5a-c) . Construction or substantial progress toward construction of the permitted development shall begin within two (2) years from the date of this permit and completion of the permitted development shall be accomplished within five (5) years from the date of this permit. 4. Nothing- n this permit shall excuse the permittee from complying with any of er -deral, to e'4 or loc- 1 statutes, ordinances, or regulation a• •licable to t is proj -ct, but consistent with RCW 90. 58. Richard E. Wojt, Chairman Jefferson County Board of Commis-ion-rs c: Connie Lambert, DOE, Shorelands Office • • CONDITIONS OF APPROVAL: Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. The Jefferson County Board of Commissioners have approved your permit with the following conditions which are in compliance with the WA State Shoreline Management Act and the Jefferson County Shoreline Master Program: 1. Review, approval, and final inspection of fire suppression measures shall be received from the Chimacum Fire District Chief and/or Jefferson County Fire Marshall prior to use or occupancy of the expanded facilities. 2. All requirements and modifications of the Hydraulic Permit Approval shall be followed and are adopted by reference as a condition of this permit. 3. All requirements and modifications of the Army Corps of Engineers Permit shall be followed and are adopted by reference as a condition of this permit. 4. All requirements of the WA State Water Quality Certificate shall be followed and are adopted by reference as a condition of this permit. 5. Pump out facilities shall be made available free of charge. 6. No more than fifteen(15) percent of all wet slips shall be covered. 7. A permanent access easement shall be dedicated. The purpose of this easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public for the life of any and all commercial projects, solely for recreational purposes, specifically fishing. The dedication will be approximately thirteen hundred (1300) feet long and ten (10) feet wide. The dedication shall be linked to the previously approved shoreline public access dedications along the shoreline. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs, and assigns to close the dedicated areas between the hours of dusk and 8:00 a.m. each day and when required by weather conditions for public health and safety reasons. The dedication shall require the Dedicator, heirs, and assigns to maintain the easement for the life of the project, including all future commercial uses, in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center Development Review Division and recorded with the Jefferson County Auditor prior use or occupancy of the proposed expansion. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3a, b, c, & d prior to use or occupancy of the expanded facility. 8. The dedicated dock easement shall be maintained as necessary by the Dedicator, heirs, or assigns. I • 9. All State Department of Health sewage treatment permits shall be approved and copies shall be provided to the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 10. The applicant shall obtain any permits and approvals for any expansion, redesign, or other modification to the sewage disposal system from the Jefferson County Environmental Health Department prior to use or occupancy of the facility. 11. The applicant shall install any upgrades or modifications, if required by the Environmental Health Department, to the sewage disposal system prior to use or occupancy of the facility. 12. The applicant shall contact the Jefferson County Environmental Health Department to evaluate the potable water requirements required by WA State law. 13. The applicant shall obtain any necessary water approvals and inspections, if required, by the Jefferson County Environmental Health Department prior to use or occupancy. 14. All WA State Department of Ecology Water Quality Modification Permits shall be obtained, if required by the state, and on file with the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 15. A parking plan shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval for thirty-one (31) additional parking spaces located outside the 200 foot shoreline jurisdiction within six (6) months of the issuance of this permit. 16. A stormwater plan for the additional parking area and applicable fees shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval by the Jefferson County Department of Public Works. 17. The parking plan and the stormwater plan shall be implemented by the applicant, inspected by applicable Jefferson County staff, and approved prior to use or occupancy of the facility. 18. A landscape plan shall be submitted to the Jefferson County Permit Development Review staff for review and approval prior to use or occupancy of the facility. 19. Thirty(30) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to go over the conditions and schedule site inspections. 20. Five (5) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to review that all remaining conditions have been met. APR- 3-90 WED 15:01 WATERFRONT CONSTRUCTION FAX NO. 12009278380 P. 07 i i •e A •t .. .`— - ...700'700'+/- \ "--100' Ext ''NC FLOAT:NC r— — T r 1 E3t$TtNG PILING 3RA+�C'NA1ER i0 8t'_. �2S' �/- t t( VPEAKWATEi aE RELOCATED �- Ex! TING PI 'HG j _ BR KWATER /— _� ` ` - - T 08E EpEOGLOGS LX+S+WGi01CAtNRGvgGJ 1. 11•4/- _ INTI- T) tSMtWMItrt r Nil".. .-.. ''''''-"'''''' ''.---.' F29'4-/---.\--)0•0/- • 6. i ! —11 PLACES 6: --12'+/- 71-1103 . , . . . : : : ." • Z.,_ -- - **- • •: J r.t..Z•60�r— 160•+/- + •4 r ., r 25'+/- • • • T • • • M ` � 30' 6' TO 3E REMOvEO ,FROu 5 SCRE'NAt30 X162'= - -b mo thy'+/_ Ji_4...,:: FENCERS Cinto- c%ISI NG SAI(ggCAT F OATS i i� E%6TING 5' X 60' -- TO 9P 4A C1yATEp _-+. GANGWAY aFaRQY LCC crF { �; yLL.m. {0T Q '5'r/- Tu MtAu vi, rt.fr ,/,/,/,: 9.;a i J A.; J r J 1: EXtSTINIC WALKWAY FLOATSJ --.• NI TO $E REMOVED /` z a• f E%:S:NC PIER � a i or = ..•••I in r C .,''' Ni0 C N9 430' • TO HEAL GF Pr R: N8 . • Ni ti'S Ny • 14 a a • a • • LINE OF M.H.W. aN3 i a a N2 S a Ni • ,1 2 S3 S4 S8 59 95-1-01600 IN Port 2ownsCttiI, !tear iiadlack - EXISTING CONFIGURATION County: Jefferson State: WA 1111 scALe. I , +zQ APPLICATION BY: Ray Hansen . Shoot 2 of 6 Revised 12/15/95' • • JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION SDP95-0008 EXPANSION OF OLD ALCOHOL PLANT MARINA Ray Hanson, Applicant Steve Zuvela,Waterfront Construction Applicant's Representative A. APPLICATION SUMMARY Proposal: Applicants have proposed expansion of existing marina facilities and modification of the breakwater. The existing floating breakwater will be relocated to the area where there are now floating logs. The existing floating logs will be removed. There will be a concrete panel breakwater placed three (3)to four(4) feet from the bottom of the bay. This concrete panel will replace the floating breakwater. Steel I-beams will be installed for reinforcement. Floats will be placed outside the breakwater to provide greater public access and to reduce potential impacts over eelgrass beds. Sixty-two (62) additional moorage slips for a total of 143 slips will be provided within the harbor. The applicants have agreed to provide a public access corridor ten (10) feet wide and thirteen hundred (1300) feet long and record same in a permanent easement, consistent with Jefferson County Shoreline Master Program policy. Enclosed is a site plan depicting existing conditions (Exhibit A) and a site plan depicting the proposed expansion (Exhibit B). Project Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Legal Description: Parcel 901 014 007 Section 1, Township 29, Range 1 West, WM Water Body and/or Associated Wetlands: Port Townsend Bay Shoreline of Statewide Significance: Yes Shoreline Designation: Urban Shoreline Use: Primary B. PROPOSED FINDINGS OF FACT The findings and conclusions regarding this permit application have been proposed by the Jefferson County Permit Center Development Review Division staff for consideration by the Jefferson County Board of Commissioners. Any of these findings, conclusions and conditions may be adopted, rejected, or modified or additional findings, conclusions and conditions may be adopted by the Board of Commissioners based on testimony or evidence presented during the course of review. Review by the Shorelines Commission is not required due to the fact that the proposal is a primary use in the Urban shoreline designation. Ownership: The current owner of the marina, the hotel and restaurant, and the DNR leases is KCS/Hadlock, Ltd. The original applicant, Mr. Ray Hanson, has sold the property and transferred all previous approvals and pending applications to KCS/Hadlock, Ltd. History: The site is adjacent to a 16.34 acre parcel that is used as a commercial hotel and restaurant at this time. The first Shoreline Substantial Development Permit granted was in 1978 for a breakwater for a commercial marina. In January 1983 a Substantial Development Permit was granted to construct a 48 slip marina addition. In August 1985, a Shoreline Substantial Development Permit was granted to construct 49 condominium units and continue renovation of the hotel and restaurant. There is an area of the parcel that has received preliminary plat approval in conjunction with a Shoreline Substantial Development Permit in October 1993. After a storm damaged the marina, an emergency Shoreline Permit Exemption was granted in March 1993 to repair the breakwater. Site Conditions: 1. The site is located at the southerly end of Port Townsend Bay, waterward of the Old Alcohol Plant, in Port Hadlock, Washington. A vicinity map is included in Exhibit C. 2. There is a low bank on the west edge of the site, along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20 to 30 feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to the bulkhead. A site map has been included in Exhibit D. 3. There is an eelgrass bed which was delineated by Applied Environmental Services (AES) in a report dated July 31, 1995. Two dives were performed and twenty transects spaced 40 feet apart of the area were established and recorded. When eelgrass was observed, the transect recording distance was reduced to twenty feet. Eelgrass density was measured by counting plants in a square meter area . 4. Two species of eelgrass were observed and mapped at the subject site. Closest to shore a dense band of Dwarf Eelgrass (Zostrea noltii)was observed, followed by a dense band of common eelgrass (Zostrea marina) which was present to the inner marina limits. The eelgrass survey included observation of other sea plant species and marine invertebrates. Marine invertebrates observed included hard shell clams, geoducks, and two species of crabs. Marine vertebrate species included a preponderance of flat fish species. The eelgrass survey map is attached to this staff report as Exhibit E. Existing Uses: 1. The site is currently used as a commercial marina. Long-term and transient moorage slips are available. The marina area is also used by a small boat sailing fleet, and local residents fish off Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 2 • • of the bulkhead. 2. The adjacent shorelands are occupied by the Old Alcohol Plant Restaurant and Inn, a commercial enterprise. Activity at the Old Alcohol Plant includes transient accommodations, restaurant, bar, and offsite betting facilities. There is on-site parking provided for both the Inn and restaurant businesses and the marina. Northerly of the site, shoreline uses include vacant land zoned for residential uses, and a marine estuary wetland. "Skunk Island" is located northwesterly of the project location. This is a small island which has been identified as being culturally significant to the Tsetsibus Indians. 3. There is access to the site through the Old Alcohol Plant properties. Charles Street connects the Old Alcohol Plant site to Oak Bay Road. Charles Street is a public road maintained by Jefferson County and Oak Bay Road is a State Highway. 4. The area around the subject parcel is zoned residential in the Jefferson County Zoning Ordinance. The Shoreline Master Program designates adjacent lands as Rural or Conservancy. Other similar development is not allowed in the surrounding area. Other Permits Required: 1. Hydraulic Project Approval. HPA#95-S1600-05 was issued on March 15, 1996, Exhibit F 2. Army Corp of Engineers Section 10 permit# 95-1-01600, was issued on March 8. 1996, Exhibit G. 3. State of Washington Department of Ecology 4510 Water Quality Certificate Notices: 1. Notice of application was made by publishing legal notices in the November 1st and 8th, 1995 editions of the Port Townsend-Jefferson County Leader, posting the site, and notifying by mail the adjacent property owners. In addition, notification of the threshold determination required under SEPA was published February 14, 1996 in the Jefferson County Leader. Additional public notice was provided by the Army Corps of Engineers(ACOE) in November of 1995. (ACOE notice includes publication in local and regional papers, notification of affected agencies and notification of adjacent property owners.) The notice of application is consistent with the requirements of Master Program Section 6.402 Public Notice. State Environmental Policy Act Review: The proposal has been reviewed in accordance with the Rules of the Washington State Environmental Policy Act (WAC 197-11)by Jefferson County as lead agency. 1. Two letters of comment from members of the public were received by the lead agency on the SEPA checklist or determination. • One letter was received from E. Zahn asking the County to "insist that the extension of the Marina is not really wise" and suggesting that perhaps additional boats could be parked on the adjacent uplands. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 3 • • A second letter from the public was received in response to the SEPA notice, from Mark & Christine Parsons in support of the proposal to build a solid steel "I-beam" concrete slab breakwater, due to concerns about safety of the boats, in light of the storm damage received in 1990. 2. Agency comments included comments from Department of Ecology (DOE) received December 11, 1995 from Elizabeth Phinney, Environmental Review Department. DOE comments included: • A comment that additional permits may be required other than those noted in the SEPA Checklist. (These additional permits have all been applied for by the applicant and received.) • DOE requested additional information on the concrete panel breakwater, and that additional information be made available to the public concerning the existing conditions at the project site. (Additional site information was received by the applicant and made available as part of the public information file on the project.) • DOE raised a concern about the potential for piecemeal development in the area, and suggested comprehensive review of projects and impacts. (At this time, the Marina Expansion proposal is the only project in the immediate vicinity which is undergoing review by Jefferson County. Previously reviewed projects are in the process of being constructed, but have completed shorelines and environmental review. This project, as modified by the conditions of the Fish& Wildlife Hydraulic Project approval, combined with previously approved projects in the immediate vicinity does not present a risk of cumulative impacts.) • In an additional comment letter, DOE expressed concern about an inconsistency in the number of slips being reviewed with the proposed expansion. The inconsistency in the number of slips proposed was due to modifications to the proposed project resulting from Department of Fish & Wildlife review. The modification to the number of slips proposed is an insignificant modification, resulting in similar or lesser environmental impacts and does not require supplemental SEPA review. 3. Jefferson County issued a Determination of Nonsignifigance for the proposal on February 27, 1996. The determination states that the anticipated environmental impacts were adequately addressed in the environmental checklist and that the preparation of an environmental impact statement was not necessary. Site Inspection: Inspection of the site was made by a representative of the Jefferson County Development Review Division in March 1996. Written Testimony: Written comments were received from the following agencies and individuals concerning the Shoreline Substantial development Permit. Agency comment received addressing SEPA concerns was addressed in the SEPA process. Copies of the comments are attached. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 4 • i Public Agencies: Jefferson County Fire District No. 1, Comments incorporated as a condition. Individual Letters: (also referenced under SEPA review) E. Zahn 265 Fleet Street Port Ludlow, WA 98365 Mike and Christine Parson P.O. Box 1202 Port Hadlock, WA 98339 (Attached as Exhibits H) C. APPLICABLE SHORELINE MANAGEMENT PROGRAM POLICIES The Jefferson-Port Townsend Shoreline Management Master Program requires that a shoreline substantial development permit be issued by Jefferson County for development of the proposal. The following sections of the program apply in the review of the proposal: 1.20 Purposes; 4.105 Urban; 4.201 Primary Uses; 4.30 Shorelines of State-wide Significance; 4.40 Classification Table; 5.110 Marinas. Marina Policies (5.110): 1. Master Program Section 5.110 Marinas Defines Marinas as"...facilities that provide launching storage, supplies, moorage, and other services for six or more pleasure and commercial water craft." The proposal is consistent with this definition and subject to review under the policies and performance standards contained in Section 5.110 Marinas. The proposal is a marina, and marinas are considered as a primary use in the Urban designation by criteria established in Section 4.40 Classification Table of the Jefferson County Shoreline Management Master Program. The proposal is consistent with this definition and subject to review under the policies and performance standards contained in Section 4.201 Primary Uses. 2. Master Program Section 5.110, states that special attention should be given to the design an development of fuel handling and storage. No fueling station is proposed. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 5 • • 3. Section 5.110 asks Jefferson County to consider WA State Department of Fish and Wildlife and WA State Department of Health regulations. An approved Hydraulics Permit from the WA State Department of Fish and Wildlife is enclosed; their conditions will be referenced in the Shoreline Permit conditions of approval. 4. Section 5.110 addresses the need for considering the use of a floating breakwater rather than a conventional breakwater. This project is for a floating breakwater. Marina Performance Standards (5.110): 1. Most of the performance standards have been addressed in past permits 2. Standard number 4 was addressed in the eelgrass report and subsequent conditions listed in the WA State Hydraulics Permit Approval. 3. The marina does not interfere with adjacent properties; the owners of the marina also own 16 acres of the upland property: standard number 5. 4. Parking and loading areas are more than 200 feet from the shoreline: standard number 6. 5. A parking plan will be required as a condition of the permit, the Jefferson County Department of Public Works will require a stormwater management plan: standard number 7. 6. Provisions have been made for orderly launching, storage, and retrieval of boats in a prior permit: standard number 8. 7. Orderly circulation will be provided in the parking plan: standard number 9. 8. No fueling station is planned, so no provision is required: standard number 10. 9. The proposal includes the pump-out station and an existing sewage disposal system. A condition of the permit will be approval by the Jefferson County Environmental Health Department: standard number 11. 10. Performance standard number 12 requires that no more than fifteen percent of the wet slips within a marina be covered. This is a condition of the permit. Urban Policies (4.105): 1. Master Program Section 4.105 Urban Definition states that areas designated as urban are characterized by: ". . .high intensity land use, including residential, commercial and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available." Review of the official shoreline designation map and Shoreline Master Program text indicates that the proposal site is within the urban shoreline designation. The proposal is consistent with this section and subject to review consistent with the Urban Section 4.201 2. Master Program Section 4.105 Urban Policy 1 requires that development within the Urban Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 6 S • designation be for water dependent use and water enjoyment related use, which provides access to and enjoyment of the shoreline for a substantial number of persons. The State Department of Fish&Wildlife has requested that an existing requirement that an access easement for pedestrian use of Marina Floats and bulkhead be included, to allow additional opportunities for public use and enjoyment of the shoreline in this area. Consistent with the provision of a public access easement, this proposal is consistent with this policy, an easement will be provided as a condition of approval. 3. Master Program Section 4.105 Urban Policy 2 gives priority to efficient utilization of existing urban areas prior to further expansion into non-urban designated shorelines. This proposal provides additional marina facilities in an area already designated for those services. The proposal is consistent with this policy. 4. Master Program Section 4.105 Urban Policy 3 requires that pedestrian and visual access should be provided to and along the urban waterfront area. Public access to and along the water's edge should be coordinated in a walkway system and linked to adjacent existing or future walkways. This proposal includes dedication of public access to the end of the bulkhead, and is connected to public walkways which are being constructed consistent with previous shoreline approvals of residential housing and expansion of the Old Alcohol Plant Inn. Consistent with the provision of a public access easement, this proposal is consistent with this policy 5. Master Program Section 4.105 Urban Policy 4 requires that urban development should provide views to the water. By providing a public pedestrian access easement along the marina floats to the breakwater, public water views are provided. Consistent with the provision of a public access easement this proposal is consistent with this policy 6. Master Program Section 4.105 Urban Policy 5 requires that development not effect significant architecture or historic buildings. Consistent with Master Program policy, the proposed marina expansion does not effect significant architecture or historical buildings. This was determined by the site visit. 7. Master Program Section 4.105 Urban Policy 6 requires that unique natural features of the urban shoreline are not effected by the proposed development. The proposal is consistent with this policy. Configuration of the floats has been modified Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 7 • 0 subject to provisions of the Department of Fish and Wildlife Hydraulic Project Approval, to avoid impacts to the Eelgrass beds, and to reduce existing potential impacts of the current float configuration on the eelgrass beds. 8. Master Program Section 4.105 Urban Policy 7 requires that adequate parking facilities be provided. The proposal is consistent with this policy, the applicant will provide a parking plan for Permit Center approval. 9. Master Program Section 4.105 Urban Policy 8 requires perimeter landscaping incorporated and maintained to screen parking facilities from shoreline adjacent properties. A landscape plan that incorporates native vegetation is a condition of the permit approval. 10. Master Program Section 4.105 Urban Policy 9 requires that development within the urban shoreline should be consistent with other adopted plans programs and policies. The proposal is consistent with this policy. Urban Performance Standards (4.106): The standards require that Urban uses be Water-dependent or Water related, include provisions which enhance the public use and enjoyment of the Urban Waterfront, including public access provisions which are permanent, protect private property, are suitability marked so as to inform the public as to the extent location and availability of access, and are completed and available for public use at the time of occupancy of the development. Additional performance standards, consistent with the above policy are also required, including standards for parking, views, fences etc. The applicable standards follow: 1. Standard number 3 requires public access that shall be of a permanent nature and dedicated to the public with a recorded easement. This is a condition of the permit. 2. Standard number 7 requires landscaping as part of the redeveloped parking area. This is a condition of the permit. 3. Standard number 8 provides that no barrier(fence, hedge, etc.) be greater than forty-two (42) inches high along the shoreline. This is a condition of the permit. 4. Standard number 9 is not applicable. 5. Standard number 10 is addressed as a condition of approval. 6. Standard number 11 is not applicable to this project. 7. Standard number 11 is not applicable to this project. Primary Uses (4.201): 1. Primary uses are those which have been deemed to be preferred within a particular shoreline Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 8 • • environmental designation. Primary uses are presumed to be generally consistent with the policies and definition of the shoreline designation where it is located. We have reviewed the project and added conditions consistent with the policies and performance standards of the Shoreline Master Program. Shoreline of Statewide Significance Policies (4.30): In RCW 90.58.020 of the Shoreline Management Act, the legislature declared that the interest of all of the people of the state shall be paramount in the management of shorelines of statewide significance. Local governments in developing master program policies for shorelines of state- wide significance shall give preference for those uses in the following order of preference which: Recognize and protect the state-wide interest over local interest, preserve the natural character of the shoreline, result in long term over short term benefit, protect the resources and ecology of the shoreline, increase public access to publicly owned areas of the shorelines, increase recreational opportunities for the public in the shorelines, and provide for any other element as defined in RCW 90.58.100 deemed appropriate or necessary. The proposal, as modified by the State of Washington Department of Fish and Wildlife, and as conditioned by the provision of a permanent public access easement will increase recreational opportunities on public lands located on a shoreline of state-wide significance while avoiding impacts to shoreline resources and the natural character of the shoreline. The proposal in consistent with the requirements for development on shorelines of state-wide significance. Shoreline of Statewide Significance Performance Standards: 1. This development, as conditioned, complies with the provision of the Shoreline Master Program. 2. Standard number 2 is not applicable. D. RECOMMENDED CONDITIONS Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. Jefferson County Development Review Division staff recommend consideration of the following conditions which are intended to ensure compliance with the Shoreline Act and the Master Program: 1. Review and approval of fire suppression measure shall be received from the Fire Chief prior to use or occupancy of the expanded facilities. 2. All requirements and modifications of the Hydraulic Permit Approval shall be followed. 3. All requirements and modifications of the Army Corps of Engineers Permit shall be followed. 4. All requirements of the WA State Water Quality Certificate shall be followed. 5. Pump out facilities shall be made available free of charge. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 9 • • 6. No more than fifteen(15) percent of all wet slips shall be covered. 7. A permanent access easement shall be dedicated. The purpose of this easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public for the life of any and all commercial projects, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs, and assigns to close the dedicated areas between the hours of dusk and 8:00 a.m. each day and when required by weather conditions for public health and safety reasons. The dedication shall require the Dedicator, heirs, and assigns to maintain the easement in for as the life of the project, including all future commercial uses, in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center Development Review Division and recorded with the Jefferson County Auditor prior use or occupancy of the proposed expansion. The easement dedication shall be completed and the easement shall be posted, consistent with the requirements of Section 4.105 Urban Performance Standards 3a, b, c, & d prior to use or occupancy of the expanded facility. 8. All State Department of Health sewage treatment permits shall be approved and copies shall be provided to the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 9. The applicant shall obtain any permits and approvals for any expansion, redesign, or other modification to the sewage disposal system from the Jefferson County Environmental Health Department prior to use or occupancy of the facility. 10. The applicant shall install any upgrades or modifications, if required by the Environmental Health Department, to the sewage disposal system prior to use or occupancy of the facility. 11. All WA State Department of Ecology Water Quality Modification Permits shall be obtained, if required by the state, and on file with the Jefferson County Permit Center Development Review Division prior to use or occupancy of the facility. 12. A parking plan shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval for thirty-one (31) additional parking spaces located outside the 200 foot shoreline jurisdiction within six (6) months of the issuance of this permit. 13. A stormwater plan and applicable fees shall be submitted to the Jefferson County Permit Center Development Review Division for review and approval by the Jefferson County Department of Public Works. 14. The parking plan and the stormwater plan shall be implemented by the applicant, inspected by applicable Jefferson County staff, and approved prior to use or occupancy of the facility. 15. Thirty(30) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to go over the conditions and schedule site inspections. 16. Five (5) days prior to expected use or occupancy of the facility, the applicant shall contact the Jefferson County Permit Center Development Review Division to review that all remaining Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 10 conditions have been met. E. CONCLUSIONS OF LAW The decision to issue or deny an application for a shoreline substantial development permit should be based on the proposal's consistency with the Shoreline Management Act and the Jefferson- Port Townsend Shoreline Management Master Program. If the Board of County Commissioners decides to issue a permit for the proposal, the Development Review Division staff recommends the adoption of the following conclusions: 1. The proposal, as conditioned, is consistent with the purposes and goals of the Shoreline Management Act and the Jefferson-Port Townsend Shoreline Management Master Program. 2. The proposal is consistent with Shoreline Master Program Section 4.105 Urban Designation. 3. The proposal, as conditioned, meets the approval criteria for primary uses as set forth in Shoreline Master Program Section 4.201 Primary Uses. 4. The proposal is consistent with Shoreline Master Program Section 4.30 Shorelines of State- wide Significance. 5. The proposal, as conditioned, is consistent with Shoreline Master Program Section 5.110 Marinas. 6. The public notices of application for a shoreline substantial development permit are consistent with the requirements of Master Program 6.402 Public Notice. F. STAFF RECOMMENDATION Based on the preceding findings and conclusions, staff recommends finding that the proposal, as conditioned, meets the primary use review criteria and that the Board of County Commissioners approve the issuance of a shoreline substantial development permit for the proposal. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 11 • • 0,S0N CG6 to r JEFFERSON COUNTY PERMIT CENTER o� 621 Sheridan Street, Port Townsend, WA 98368 �SkING2 JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PERMITTEE: Waterfront Construction 75 State Street, Kirkland, WA 98033 TYPE OF ACTION: General TYPE OF USE: Primary use in an Urban designation CASE NUMBER: SDP95-0008 APPLICATION DATE: October '10, 1995 PROPOSAL DESCRIPTION The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. SITE DESCRIPTION The site is located on the south end of Port Townsend Nay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20 to 30 feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to beyond the breakwater. Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits&Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 • ADDITIONAL PERMITS Army Corps of Engineers Section 10 permit; applied for under Ref. 95-1-01-600. Washington Department of Fisheries Hydraulic Permit; permit number 95-51600-04 issued on March 6, 1996 and expires on March 14, 1998. ENVIRONMENTAL REVIEW A Determination of non-significance was published on February 8, 1996 and finalized on February 27, 1996. CONDITIONS Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1. No more than fifteen (15) percent of the wet slips shall be covered, as per section 5.110(12) of the Jefferson County Shoreline Management Master Program. 2. Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8:00 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims, real or imaginary for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development and Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. NOTICE: 1. This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon the finding the permittee has not complied with the conditions herein, pursuant to RCW 90.58.140(8). 2 s • 2. The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its conditions prior to violation and possible court costs that and may ensure from violation, pursuant to RCW 90.58.230. 3. Construction or substantial progress toward construction of the permitted development shall begin within two (2) years from the date of the permit and completion of the permitted development shall be accomplished within five (5) years from the date of this permit. 4. Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90.58. RICHARD E. WOJT, Chairman Date 3 State of Washington !UD No. 1 JOHN HANSEN Dept. of Po Box 929 PO BOX 65332 Ecology SEPA Env. Rev. Sec. Port Hadlock Wa 98339 PORT LUDLOW WA 98365 PO Box 47703 Olympia WA 98504-7703 Tim Rymer, Dept. of Wildlife SEPA Jefferson Transit RAY& JEAN HANSEN Review 1615 Sims Way PO BOX 1369 412 Cedar Park Dr Port Townsend WA 98368 PORT HADLOCK WA 98339 Port Angeles WA 98362 WSD of Fish& Wildlife SEPA Jefferson County Department of CHARLES STEWART 1111Washington St SE Public Works PO BOX 38 PO Box 43135 PORT HADLOCK WA 98339 Olympia WA 98504-3135 WSD of Transportation Jefferson County Department of JOHN& JOY MODISPACHER Olympic Region Planning Public Health - Environmental PO BOX 477 PO Box 47440 Health Section Olympia, WA 98504-7440 PORT HADLOCK WA 98339 State of Washington Department of School District Number 49 STEPHEN STREAKER Natural Resources PO BOX 278 PO BOX 180 411 Tillicum Lane CHIMACUM WA 98325 PORT HADLOCK WA 98339 Forks WA 98331 WSDepartment of Natural Resources Fire District Number 1 JEFFERY JOHNSON SEPA Center PO BOX 57 1906 AURORA AVE NORTH PO Box 47015 CHIMACUM WA 98325 SEATTLE WA 98109 Olympia WA 98504-7015 Port Gamble S'Klallam Tribe Colette Kostelec HP BROWN Peter Bahls Fisheries Office CH2M HILL 367 SLOCUM RD 31974 Little Boston Rd 617 Tyler Street N DARTMOUTH MA 02747 Kingston WA 98346 Port Townsend, WA 98368 Hood Canal Coord. Council City of Port Townsend TIMOTHY WALKER PO Box 126 540 Water Street 17871 QUINTANA LANE Hoodsport Wa 98548 Port Townsend, WA 98368 HUNTINGTON BEACH CA 92647 Jefferson County Assessor's WILLIAM STANLEY Olympic Environmental Council PO ox 1906 Office PO BOX 73 Port Townsend WA 98368 Attention: Jeff Chapman PORT HADLOCK WA 98339 Port Townsend Leader STEVE ZUVELA FRED MARGGRAF JR 226 Adams 75 STATE ST 20 CHIMACUM CREEK DR Port Townsend WA 98368 KIRKLAND WA 98033 PORT HADLOCK WA 98339 • • PETER WALKER BRODERS FAMILY LIMITED 5812 PINON DR HUNTINGTON 4603 OLD GARDINER RD BEACH CA 92649 PORT TOWNSEND WA 98368 JEANETTE WILSON PAULENE NULF 1707 JACKSON 225E LOVETT ST PORT TOWNSEND WA 98368 ABERDEEN WA 998520-8619 HARVEY MINNIHAN JOHN MARSHALL 3659 OAK BAY RD 1009 VISTA WAY PORT HADLOCK WA 98339 EDMONDS WA 98020 BEVERLY BENDER SCOTT & LINDA GRABEL 999 E VALLEY BLVD #78 14617 OLYMPIC ALHAMBRA CA 91801 SPOKANE WA 99216 KENNETH MC MILLEN ROBERT LINGENBRINK PO BOX 365 4590 NEWBERRYHILL RD NW PORT HADLOCK WA 98339 SILVERDALE WA 98383 JODY WOOD JOHN LYNCH 17267 10TH AVE NW 2905 RD 97 SEATTLE WA 98177 PASCO WA 99301 BOB PETERS ANTHONY JANKOVICH 108 SUNSET VIEW DR 34 UPLAND RD LONGVIEW WA 98632 REMMERA AUCKLAND 5 NEW ZEALAND EUGENE PICKENS JANA MACHIN 17040 129TH SE 38 FOUNTAIN RENTON WA 98058 SAN FRANCISCO CA 94114 JACOBSEN LAND POPE RESOURCES PO BOX 162 ATT: PENNY HENDERSON PORT TOWNSEND WA 98368 PO BOX 1780 POULSBO WA 98370 FREED MCILROY JR 18140 MARINE VIEW DR SEATTLE WA 98177 Affidavi.L f Publication STATE OF WASHINGTON) SS COUNTY OF JEFFERSON) NOTICE OF THRESHOLD DETERM NATION OF NON- SCOTT WILSON,being sworn, says he is the publisher of the Port SIGNIFICANCE AND LEAD Townsend Jefferson County Leader,a weekly newspaper which has AGENCY STATUS been established, published in the English language and circulated SHORELINE SUBSTANTIAL continuously as a weekly newspaper in the town of Port Townsend in DEVELOPMENT PERMIT said County and State,and for general circulation in said county for more than six(6)months prior to the date of the first publication of the CASE N ( )WATERFRONT Notice hereto attached and that the said Port Townsend Jefferson PROPONONTS)1NATONFRON'' County Leader was on the 27th day of June 1941 approved as a legal E IS CONSTRUCTION UCTION newspaper by the Superior Court of said Jefferson County and that NOTICE IS HEREBY GIVEN that annexed is a true copy of the Jefferson County has issuetd',a determination of non-significaAte (DNS)under the State Environma al Notice Policy Act rules(Chapter 197-11 W ) SDP95-0008 proponent for the following project: Waterfront Construction, pro p PROJECT DESCRIPTION: >wo modify the existing breakwater fix`d construct an addition to the exi grnn marina. The existing floats e NT----�Icenter of the breakwater wiI> e relocated to the outside of ` e breakwater wall to replace the existng ., : t floating logs. The existing marin ill be expanded by the addition of w floats to create an additional,,' 8 if t mooring slips. The center of`w e PERMII CEl'V, breakwater wall will have I-beams -- —` driven and concrete panels set to cj©se as it appeared in the regular and entire issue of said paper itself not in " ' the center of the wall. LEGAL DESCRIPTION: Parcel a supplement thereof for a period of one consecutive weeks, 901 014 007 in Section 1, Township beginning on the 14th day of Februar 19 9 29 North, Range 1 West, WM. The y property is located at 310 Alcohol Loop & ending on the 14th day of Februar , 1-9 96 Rd in Port Hadlock. After review of a completed and that said newspaper was regularly distributed to its subscribers "7 , 40 environmental checklist and other during all of this period.That the full amount of$ 5 information on file with the agency, Jefferson County has determined this has been paid in full, at the rate of $8.65 ($8.20 for legal notices proposal as mitigated will not have a received electronically,mode or disk)per column inch for each in- probable significant adverse impact sertion. on the environment. Copies of the DNS are available to4 +� . the public upon request from theJefferson County Permit Center, Publisher Development Review Division, (621 l�tt)tja of_February Sheridan, Port Townsend, WA., Subscribed and sworn to before me this Y 98368, 379-4463). 96 19--. A • Comments must be submitted to �. ' ,, V. ��i the Permit Center no later than 5:00 P.M. on February 28, 1996 Notary Public it d for the State of Washington, 39042 14 residing at Port Hadlock • � c.v .M/zsNom/ 111 f. -- 17POS ( ,2 ) Jnr — ems-- 1>zSc cnai awe: 11-c,QoJ `_ ST1 10 17C2--° (-'1,1/4-0 0 t it a\)A-t_/ -II � ._ De-yr D 1 s ir I i_ II Ali IP 0 ,, ,, , , \\f„ , 1, t IN THE BOARD OF COUNTY COMMISSION , MAY 2 8 1996 IN AND FOR THE COUNTY OF JEFFERSO IT JE F i RSON COUNTY PERMi( CNTER IN THE MATTER OF an application ) for approval of a shoreine substantial ) development permit#SDP95-0008 for ) FINDINGS, CONCLUSIONS, Ray Hanson to modify the existing ) AND DECISION breakwater and construct additional floats ) at the Old Alcohol Plant Marina ) Board of Commissioners Decision: We have reviewed and considered the referenced application and the staff recommendation to remand the application for further review. We hereby: adopt the findings of the staff and grant approval of the referenced shoreline substantial development permit. determine that a public hearing will be held by the Board and direct the Development Review Division staff to publish notice of said public hearing, and further determine that the Board will adopt its own findings prior to approving or disapproving the request. remand the application to the Development Review Division for further review. DATED THIS ,-)To DAY OF MAY, 1996 JEFFERSO`► I UN BOARD O' 6 1 ,I ` I ' jiiii1J� ��. . ----4. I E. !•JT, Chairm. :7 Ls ..! • ' T I�! TON, Member ., / 4GLEN HUNTIN ;;10;'.6,Member ATTEST b-Sakt-Q4k__ LORNA L. DELANEY Clerk of the Board • S JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PERMITTEE: WATERFRONT CONSTRUCTION DATE ISSUED: May 20, 1996 TYPE OF USE: Conditional CASE NUMBER: SDP95-0008 APPLICATION DATE: September 12 , 1995 PROJECT DESCRIPTION:To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. WATERBODY AND/OR ASSOCIATED WETLANDS: PORT TOWNSEND BAY SHORELINE OF STATE-WIDE SIGNIFICANCE: No SHORELINE DESIGNATION: URBAN CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1) No more than fifteen (15) percent of the wet slips shall be covered, as per section 5. 11 (12) of the Jefferson County Shoreline Management Master Program. 2) Consistent with previous shoreline permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access whenever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of • 411 the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. 3) The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 : 00 AM each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in a manner which shall hold harmless Jefferson County, from any claims, real or imagined, for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Permit Center, Department of Development Review and recorded with the Jefferson County Auditor' s office prior to final approval of the shoreline permit. NOTICE: 1. This permit may be rescinded by the Jefferson County Board of Commissioners or the Washington State Shorelines Hearings Board upon finding that the permittee has not complied with the conditions herein, pursuant to RCW 90. 58. 140 (8) . 2 . The permittee is liable for all damages to public and private property arising from violation of any provisions of the permit hereby granted, including the cost of restoring the affected area to its condition prior to violation and possible court costs that may ensue from violation, pursuant to RCW 90. 58 .230. 3 . Construction pursuant to this permit will not begin nor is it authorized until twenty-one (21) days from the date of filing as defined in RCW 90. 58 . 140 (6) and WAC 173-14-090 or until all review proceedings initiated within twenty-one days from the date of such filing have terminated, except as provided in RCW 90. 58. 140 (5a-c) . Construction or substantial progress toward construction of the permitted development shall begin within two (2) years from the date of this permit and completion of the permitted development shall be accomplished within five (5) years from the date of this permit. 4 . Nothing in this permit shall excuse the permittee from complying with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but consistent with RCW 90.58. Richard E. Wojt, Chairman Jefferson County Board of Commissioners c: Connie Lambert, DOE, Shorelands Office 02/27/96 12:29 DEPT. OF ECOLOGY 001 r STATE OF WASHINGTON L)LW\KI MtN I Ur tt-ULUUY P.O. Box 47600 • Olympia, Washington 98504.7600 (360) 407.6000 • TOO Only(Hearing Impaired) (360) 407-6006 February 27, 1996 Mr. Dennis Thomason Jefferson County Permit Center 621 Sheridan Street Port Townsend wA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment on the determination of nonsignificance for the modification of the existing breakwater and the construction of an addition to the marina, which includes the relocation of the existing floats to the outside of the breakwater wall to replace the floating logs, and the addition of new floats to create an additional 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson (SDP95-0008) . We reviewed the environmental checklist and have the following comments. There is a discrepancy between the SEPA project description (68 slips) and the USCOE public notice (62 new slips) . Please • ' clarify the change, and whether a new public notice has been requested from the U.S. Army Corps of Engineers. If you have any questions, please call Ms. Maria. Peeler with our Permit Coordination Unit at (360) 407-6917. Sincerely, fi,/itetkeit9 j • Elizabeth J. Phinney Environmental Review EJP: 96-0912 cc: Maria Peeler, CP 0 12/06/95 20:02 DEPT. OF ECOLOGY 0 001 gerg BTA' !AB STATE OF WASHINGTON - • DEPARTMENT OF ECOLOGY P.O. BOX 47600 • Olympia, riashiagicm 9aao.i•TOVO • (2.06)407'.0000 • rob Oetlj a'cavil's Impair-cc')(?OL)40:'6OO6 December 6, 1995 Mr. Dennis Thomason Cefferson County Permit Center 621 Sheridan Street Port Townsend WA 98368 Dear Mr. Thomason: Than}c you for the opportunity to commont during the prethreshold consultation for the modification of a breakwater, the construction of an addition to the marina, the relocation of floats to the outside of the breakwater wall to replace the floating logs, and the expansion of the marina to create 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson. We reviewed the environmental checklist and have the following comments. 1. A Federal 404 and/or a Section 10 permit may be needed. 2. Jia stia a 401 Water QuAlity nmritIfIcation and/or a Coastal Zone Management (CZM) consistency determination may be needed. 3. A Water Quality Modification may be required. 4. The proposed "concrete panel" breakwater must be better characterized to determine all applicable permits. 0 We recommend that additional information be provided for public review and comment prior to issuing any permits or approvals for this project. The site plan we reviewed did not include the ordinary high water mark as it relates to r_hs various activities Proposed. Site plans are most helpful when they include some indication of existing vegetation and towyt•aphy, as well as how these would be changed during construction. Cross sections which illustrate how existing .and proposed breakwater configurations would appear from the water would also be helpful. c ..) It is our understanding that this project is associated with other development plans, and to avoid piecemeal development concerns, we request that the county make every eCtort to consider the project and its impacts comprehensively. i 1 `" 0 E. • 12/06/95 20:03 DEPT. OF ECOLOGO 002 Mr. Dennis Thomason December 6, 1995 Page 2 If you have any questions on comments 1 through 4, please call Ms. Maria Peeler with our Permit Coordination Unit t (30) 407-0917. Tor questions on comments S and 6, please call callG5r. Jeffree Stewart with our Shorelands •Program at 360 ) 21. Sincerely, tie(-51;41% ) , lc iliziieth J. Phinney Environmental Review EJP: 95-8071 cc: Maria Peeler, CP Jeffree Stewart, SWRO Abbe White, SWRO • • STAFF REPORT DATE: MARCH 27, 1996 TO: BOARD OF COUNTY COMMISSIONERS FROM: DENNIS THOMASON, ASSOCIATE PLANNER RE: SUBSTANTIAL DEVELOPMENT PERMIT REQUEST A. PROPOSAL DESCRIPTION Applicant: Steve Zuvela, Waterfront Construction 75 State Street, Kirkland, WA 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Site Description: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff t the edge of the waterline 20' to 30' feet high. Thehas a beachgradual slope from the shoreline out into the b,ay The beach is mostly sand and fine gravel out to beyond the breakwater Shoreline Designation: The proposed project is Primary Use in an Urban Designation. Additional Permits Required: Army Corps of Engineers Section 10 permit; applied for under Ref 95-1-01-600. Washington Department of Fisheries Hydraulic Permit; permit number 95-51600-04 issued on March 6, 1996 and expires on March 14, 1998. Environmental Review: A Determination of non-significance was published on February 8, 1996 and finalized or February 27, 1996. • • Notices: The application was published in the Port Townsend Leader on November 1 and 8, 1995. The site was posted on November 2, 1995. Special Studies: An eel grass study was conducted by Applied Environmental Services, Inc. and a report published on Nov. 2, 1995. Previous Permitting: The construction of the marina was permitted under Shoreline Substantial Development Permit#30-78, for John R. Hansen, Inc. B. WRITTEN TESTIMONY Public Agencies: Washington Department of Transportation: No Comment Washington Department of Ecology: No Comment Jefferson County Department of Public Works: No Response Jefferson County Department of Health: No Response Jefferson County Fire District No. 1: Comments incorporated by reference Individual Letters: E. Zahn 265 Fleet St. Port Ludlow WA 98365 Mike and Christine Parsons P.O. Box 1202 Port Hadlock, WA 98339 Letters incorporated by reference. C. APPLICABLE SHORELINE MANAGEMENT MASTER PROGRAM POLICIES The Jefferson County Shoreline Management Master Program require that a shoreline substantial development permit be issued by Jefferson County for development of the proposal The following sections of the Jefferson County Shoreline Management Master Program apply to the proposal: Urban (4.105) The urban environment is an area of high intensity land use, including residential, commercial, and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available. 2 • • Primary (4.201) In general, those categories of uses that are deemed as being preferable with the definition and policy of a particular shoreline designation. Marinas (5.110) Facilities that provide launching, storage, supplie$, moorage, and other services for six or more pleasure and commercial water craft. ter% The following policies and performance standards apply to an addition or upgrade of an existing marina. Policies 1. Marinas should be designed in a manner that will reduce damage to fish and shellfish resources and be aesthetically compatible with adjacent areas. Staff Comment: An eel grass study has been required Fish and Wildlife and has been completed. Fish and Wildlife have issued a Hydraulic Project Permit (95-S1600-05) on March 15, 1996. 2. Floating breakwaters should receive valid considerations as a alternative to conventional breakwaters. Staff Comment: The proposal will relocate the existing floats in the center of the breakwater to the outside of the breakwater wall to replace existing floating logs. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Performance Standards 1. Marinas shall be equipped with vessel pump-out and on-shore sewage and waste disposal facilities. Pump-out facilities shall be available at no direct charge to the user. Staff Comment: The proposal includes a sewa«e pulp-out facility as X71 r 2. No more than fifteen (15) percent of the wet slips within a marina shall be covered. Staff Comment: The percentage of covered wet slips is required under conditions of this report. RECOMMENDATIONS: The Department of Development and Review recommends approval of the shorelines substantial development permit with the following listed conditions. 3 • • CONDITIONS Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1. No more than fifteen (15) percent of the wet slips shall be covered, as per section 5.110(12) of the Jefferson County Shoreline Management Master Program. 2. Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpertuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims, real or imaginary for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. 4 4,•\...,-. 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V . . \ • - -.z:.••1 ...\„?...t..... •• • I 0 . 0 _L.0 N : I 2.2° qr't 51 Sge.: i TIANSHP: 2...c) N RN : I w Figure 1 0 4 'C'T,'; 7"" ci'l er. •-; ,. ,,, t---, In: 1.,,, y- , ,,, 4— V EZ 1,j •1 tom mor .112.4 •. • - ?or HADLOCK INNNA KiNA n r T u i 1995 e . -,,c:•,•,, ,' \(i N TY — PLA.NNiNC:1 E,EPARTIVIEN I • • - 700'+/- 210'+/- -- \ 108 EXBREAKISTING FLOATOTING - 81 -25' +/- \ 1 EXISTING PILING WATER BE RELOCATED -- EXISTING PILING BREAKWATER BREAKWATER \---,=,,s7 - -'- EXISTING FLOATING LOGS - - - ■ TO BE REMOVED NG FLOATING LOGS ■ TO BE REMOVED a --g'+/- -- i 150'+/- TO BREAKWATER _ _ _ to .- - ■ 4TY'-8-P 1 I _ - - __ - - Ill - TYP 4 —1 PLACES , - i _ 6� _ _Z-80' - OUTSIDE �'���^^��- FLOATS - _ _ - - - - -+ - - 160'-+j-- - ■ 160'+/- ■ is --1 1--26'+/- xi 1 6 ■ R r- -8 +/-I _ _ __ --- -- 70' l� f f I �J a �J __- - --- -7„, 1 Till t + 24'-5 1 -4'+/- 1 _ _ 6' TO BE REMOVED 162•+/- I - 162'+/- i FROM 5 SHOREWARD FINGERS - ___ No ,_I EXISTING 5' X 60' --i APPROX LOC OF EXISTING SAILBOAT FLOATS GANGWAY ' M.L.LW. (0-0) __ TO BE RELOCATED - 845'+/- TO HEAD OF PIER 1,-------A --/ -- i i i "� EXISTING WALKWAY FLOATS ---- -- -- _ - TO BE REMOVED - - - - I77 EXISTING PIER 77 - N 1 0 i N9 480' N8 TO HEAD I OF PIER N7 _ _ - - - - - 1J _ N5 N6 - - - __ N4 C) OS S _ LINE OF M.H.W. R '� 195 _ N3 1 - N2 Si Ni FIGURE 1 2 _ S4 S3 S6 0 WATERFRONT CONSTRUCTION COMPANY INC. S8 S7 KIRKLAND, VA PH. 206-828-3600 S9 a PURPOSE: EXISTING CONFIGURATION ' SCALE: 1-= 120' PAGE: L OF 4 DATE: 8-23-95 i • • - 700•+/- RELOCATED FLOAT/ LOAT 210'+/- RELOCATED FLOAT W/ PUBLIC ACCESS `I PROPOSED CONCRETE W/ PUBLIC ACCES `EXISTING PILING PANEL BREAKWATER DOWN -- EXISTING PILING / / BREAKWATER TO 3'-4' ABOVE BOTTOM BREAKWATER 1-a, MIN n n a E{ a ... .` ... . I ��/"4,z f/ice iiViii _iiiir�i ij�iiirfi�iffi�ilL. 23'6"X64' 1 60' ,,- , - 23'6"X64' 20 i 0 54' r-40. Sq• 20' n 60' 1 23'6"X64' 4 I • 23'6"X64' 4.4"i -•-1L-6 .-Jtf4'_4" ...Jt-..4•_4_ 6' 44 1 i 132'+ /- 132'+/- TMP J 75'+/- PROPOSED SEWAGE PROPOSED 4'-4"-in -1 32 LPUMP-OUT. �� 4-4" ADDITIONS 6''-^'^ --1 32' r- r6' 7-1 7 v = _ - - r40 T 40' i i - • , 80' 4111. i # i..' a - ANFAIV, 'or.muir,Anw—, 80 r r ' /i _ .- r L--130'+/- .-1 8'-4" 1 l� 16'--' 1 50' - -EXISTING 50 130'+/- --130't r- - SECTIONS - r--103'±--1 1---,3'.24'- - ! �� • 40' _ - - ! , 40 30 t i I 24' j : ami�11PM mnnn�mni 43• o ! I 22• I' • • • •ppDJATc2ii OCATE ) . .:' ERE 845,+/_ _ .)1111 TO HEAD — .'. . .' OF PIER i ` _ • i .1 ' .1 :i :�. l �. �• .f: 1 N10 - 70 HEAD OF PIER- i• N8 .1 t' 1 N5 N6 N7 Nil - - •1• - _ r -- I N3 LINE OF M.H.W. a . . .,. . . 1 N2 :�: - N 1 • - - 2 S, _ • FIGURE 2 S3 :: �J ! • S4 ' — II RO S6 S9 S8 S7 o CONSTRUCTION VA PH COMPANY INC. 7 EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE: 1"= 120' PAGE:-) OF If DATE: 8-23-95 • s DASH LINES REPRESENT FLOAT TUBS FLOTATION TUB LENGTH 5/8' GALV 8' Cr TYP rr COMPRESION O / THRU RODS SOLID BLOCKING / 2'-4' 0/C TYP N ....../ It I1' DOUBLE WALER / \ I / 44r. 1 ><\ �I <� r-...„, V - - FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL PILE 3X NAILER IF 2-1/2' GAIN STEEL DECKING VINYL DECKING USED LLE HOOP THRU BOLTED TO FRAME • WITH 1/2' BOLTS 1-1/2 F^ 5-1/8 X 9-1/2 GLU-L • AM ` MINI 1-II�1 M Ar AML I�I� wALER `r O V- /ti�lusI IHi� ir -� SOLID BLOCKING FLOAT TUBS IIIIIIIIIIIIIIIIIIIIIMI 5/8' GALV d ,' ,1 COMPRESSION THRU RODS UTILITY RUN DOUBLE WALERS 2' 0/C d 4 UNDER DECK a 4 p SOLID BLOCKING FOAM FLOTATION MOLDED PLASTIC FLOAT TUB 4'-4"+ — SECTION I� / —IimI �Ivli ,1101111111111111111111111111111 q I 1 5/8' GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING 38 WALERS 6't ORXGLU-LAMS 1 1 2X4 FACIA �r V`S� wAi� ►������►5_Y►Tio RSI 1� 9���.JJ! 5/8" GALV 4 ° SOLID BLOCKING COMPRESSION d o 4 4 N THRU RODS d UTILITY RUN UNDER DECK PROPOSED: 4 d ° PORT HADLOCK INN & MARINA 4 4 a °a ° NEAR HADLOCK, PORT MOLDED PLASTIC TOWNSEND BAY FOAM FLOTATION FLOAT TUB 7 IN: 6' +/- SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE: 9-1 1-95 • • • ggON waw JEFFERSON COUNTY PERMIT CENTER 621 Sheridan Street, Port Townsend, WA 98368 .14 S4 TING1/4.7 MEMORANDUM TO: AlScalf, SEPA Responsible Official FROM: Dennis Thomason, Associate Planner DATE : February 26, 1996 SUBJECT: Determination of Non-Significance; Substantial Shoreline Development Permit application, SDP95-0008 . Applicant: Steve Zuvela/Waterfront Construction 75 State Street, Kirkland Washington, 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 The Department has provided the referenced threshold determination to the Department of Ecology, Agencies with jurisdiction, affected tribes, local agencies and has notified the public as required by the State Environmental Policy Act Rules per WAC 197-11-340 and 197-11-510. Since publishing the DNS the permit center has received no letters from the public in opposition to the proposal . The comment period ended February 25, 1996. STAFF RECOMMENDATION Retain the Preliminary Determination of Non-Significance issued February 8, 1996 Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits&Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 • • SDP95-0008 PAGE 2 Final Determination of the Respohsible Official : I have reviewed and considered the comments received regarding the referenced threshold determination. It is my determination to: Retain the referenced threshold determination. Modify the referenced threshold determination. Wit draw the referenced threshold determination and make a Determ/440.n and make a Determination of Significance. "� / 271 a 7 Al S alf, Resp•n-ible SEPA official Da , e HYDRAULIC PROJECT -`��"---------- - ` 3, APPROVAL { ..L . , .„ . , , i,"_. , •, . N.-Alv- -F4, R.C.W. 7 5 . 2 0 . 1 0 01 DEPARTMENT-OF FISHERIES' t General Administration Bldg. �'� �'` R.C.W. 75 .2 0 . 103 , y o� Washington 98504 (i March 15, 199$ r bra' DEPARTMENT OF FISHERIES (206) 753 6650 (applicant should refer to this date in.allcorrespondence) PAGE 1 OF 4- PAGES 1101LAST NAME FIRST [181CONTACT PHONE(S) 1 1 CONTROL NUMBER Hanson, Ray I I; (206) 828-3600 ' 95-S1600-05 1191 STREET OR RURAL ROUTE c/o Steve Zuvella, Waterfront Const, 75 State St171 1B1 19 17 MARL CITY Kirkland WATE 98033zIP 1141 117 (12J an 4ATER TRIBUTARY TO Port Townsend Puget Sound 111 TYPE OF PT 131 UARTER SECTION TOWNSHIP RANGE(E-W) COUNTY Marina c SECTION 01 29N 01W Jefferson Breakwater Expansion TIME LIMITATIONS: Ic5 THIS PROJECT MAY BEGIN 16 'AND MUST BE COMPLETED BY Immediately March 14 , 1998 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING THE WORK. SEE IMPORTANT GENERAL PROVISIONS ON REVERSE SIDE OF APPROVAL NOTE : This Hydraulic Project Approval (HPA) is a change of the original HPA issued March 6, 1996, in response to a verbal request by Steve Zuvela of Waterfront Construction on March 15, 1996 . See provision number 3 . The Washington Department of Fish and Wildlife (WDFW) has reviewedour plans appearing in Corps of Engineers Public Notice 95-1-01600, received on September 14, 1995, revised plans dated December 15, 1995, and Determination of NonSignificance from Jefferson County on February 14, 1996 . WDFW discourages the use of Pilings, lumber, and other materials treated with creosote and other wood preservatives and recommends instead the use of steel, concrete, or recycled plastic. 1 1 . This project is approved as illustrated _ your app=_cat- ,.., - - to the following provisions . - -- I 1 2 . The permittee or contractor shall notify the Area Habitat Biologist listed below, by FAX (360) 902-2946 or mails at least seven working days prior to the start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 through June 14 of any year for the protection of migrating juvenile salmonids . Except that in 1996 only, two test piles may be removed from the sediments using a vibratory extractor on March 15, 1996 . SEPA: DNS, Jefferson County, Final - February 28 , 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 PATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA • DEPARTMENT OF FISHERIES g "49.0;,,k..._ DIRECTOR • �" • HYDRAULIC PROJE T n`� APPROVAL l,�\ R.C.W. 75 . 20 . tLIO 0 DEPARTMENT OF FISHERIES ,,*� General Administration Bldg. �'•its R.C.W. 75 . 20 . }Q3 F41 March 15 1L996 Olympia, Washington 98504 DEPARTMENT OF FISHERIES ' (206) 753-6650 (applicant should refer to this date in all correspondence) PAGE..OFP4.* 1OILAST NAME I18iCONTACT/PHONES) 1 1CONTROL NUMBER Hanson, Ray (2 6) 828-3600 I 95-51600-05 12 WATER_ort Townsend �9 IwRIA Port 17 .MARI 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . 6 . The float centerline shall be re-established during the construction base using the procedures outlined in the plan submitted by Steve Zuvella from Waterfront Construction, dated December 8 , 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slip configuration illustrated in Figure 2 . page 3 of 4, dated August 23 , 1995, and stamped "Revised: 12/15/95 , ' Attachment 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not belaced closer than 3 feet from the bottom to allow for passage of fish and shellfish. 10 . As indicated in the "Revised: 12/15/95, " plans (Attachment 1) , a walkway shall be provided to the breakwater floats for public fishing. As provided in the original permits for this project, public access for fishing from these floats shall be maintained for the life of the marina . __ . The exising and new floats shall be the dimensions_ and co according to the "Revised: 12/15/95 , " pl ars a .tacnmer-t 1) . .Under no circumstances shall the floats be configured in an alignment other than illustrated in these plans . 12 . Two sailboat floats shall be located as illustrated in Attachment 1 . The existing floats along the main pier and walkway shall be removed. 13 . Any old floats, creosote treated logs, and other manmade debris shall be removed from the beach area on the marina property, and the natural features of the bankline shall be maintained. 14 . The sewage pumpout shall be installed in the location indicated in Attachment 1 . The sewage pumpout shall be installed and available for use prior to completion of the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. REV 10/16/88 111 I!( • HYDRAULIC PROJECT II APPROVAL i,\ -•Y a I DEPARTMENT OF FISHERIES 47,7:/›.-.; R.C.W. 75 .20 . 100 General Administration Bldg. �" R.C.W. 75 . 20 . 103 I lympia, Washington 98504 Fl - March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence),) PAGES OF AA PAGES �Y.� 1101LAST NAME 18 CONTACT PHONE(S) ACONTROL 9NU NUMBER O O- O 5 Hanson, Ray (206) 828-3600 19 IWRIA 17 .MARI I12IWATE sort Townsend 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for the structure shall be fully enclosed and contained to prevent the breakup or loss of the floatation material into the water. 18 • thatcreos do pilings to wateremofethehstatee disposed of upland such 19 . All new piling shall be steel, as indicated in your plans . There shall be no treated wood piling used for this project . 20 . All treated lumber to be used for the project shall meet or exceed the standards extablished in{ "Best Management dPracPractices d by the the Use of Treated Wood in Aquatic Environments, " Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall not be adversely impacted due to any project activities (e .g. , barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp) . 22 . esarea ceelluporactivities cibe rrhapedoprprojt created during nprojectompleton. 23 . Project activities shall be conducted to minimize siltation of the beach area and bed. 2a . If a fish Kill occurs or fish are observed in distress , the rr -ect activity shall immediately cease and WDFW Habitat Program shall be notified immediately. 25 . All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state . 26 . Noetroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated withreservatives, trash, waste, or other deleterious materials shall not be burned below the OHWL. Limited burning of untreated wood or similar material may be allowed at or above the mean higher high water line . REV 10/16/88 • HYDRAULIC PROJECT `4 APPROVAL DEPARTMENT OF FISHERIES •�Ag R.C.W. 75 . 20 .100 General Administration Bldg.'� R.C.W. 75 . 20 . 103 Olympia, Washington 98504 March 15 , 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE14 OF 14 PAGES X10 LAST NAME 118 X00 TACTPH 8 2 8)-3 6 0 0 11 'CONTROL 9NU -S1600-05BER Hanson, Ray X12 WATE I9 1WRIA Port Townsend 17 .MARI 28 . Pro ect activities shall not degrade water quality to the detriment of fish life . If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT : Attachment 1 - Figure 2 , page 3 of 4 , dated August 23 , 1995 , and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc . bk (20 :Mar96) c : (with attachment) Dennis Thomason,: Jefferson County Planning Jeffree Stewart, DOE Maria Peeler, DOE Frank Meriwether DOH Dave Gufler, Region 6 REV 10/16/88 • • JEFFERSON COUNTY BOARD OF COMMISSIONE12,5 AGENDA ITEM— PlQ n n E r, I f rn May 20, 1996 J DESCRIPTION: Consideration of the staff recommendation to remand for further review Shoreline Substantial Development Permit SDP95-0008, an application to modify the existing breakwater and construct an addition to the existing marina, Mr. Ray Hanson applicant. ISSUES: The Board previously approved this permit on April 1, 1996, however the chairman did not sign the permit and it was not forwarded to DOE. In a brief review of the file, staff noticed that written comments faxed from DOE during SEPA review were not reflected in the staff report. These comments are attached for your information. ACTION: Remand the above reference application for further review. The Board should decide whether to concur with the staff recommendation to remand the application for further review, to approve the permit, or to hold their own hearing to review the proposal, take testimony, and develop findings and conclusions. Pm- 0 • 700'+/- 210'+/- _ - - - - ---\---- !I!!EN 81. `-25' +/-108EXISt1NGLINGPNG D BREAKWATER BREAKWATER � Ami /=mom T'±' \ `-- -- -- - - -- '� EXISTING TFL AE INGMNG OGS TOISBE REMOVED G LOGS -- 150'+/- TO BREAKWATER ..---i 40 _ _ _ - - - -- - - - - - -rP,P"1 (� 6. -12-+/- TYP 4 6' PLACES 80' -/- ------- ----- -- OUTSIDE FLOATS - i : - - __ - - - - - - - t=--160''++r==-----'----160'+/- -, --26'+/- r 11 70' ' : : 30' : 4'+ i --- 6' TO BE REMOVED I 1 162'+/- i 162'+/- � FROM 5 SHOREWARD =�� gpPROX LOC OF FINGERS EXISTING 5' X 60' GANGWAY M.LL.W. (00') EXISTING TOB EORELOAT CAATED - --- i 845'+/- TO HEAD OF PIER - i - i i --- i -_-` EXISTING WALKWAY FLOATS _ - TO BE REMOVED - - - - - - EXISTING PIER i - N10 N9 i 480' N8 TO HEAD I OFPIER- N7 1 /, N6 _ __ -- _ N4 a S<O. LINE OF M.H.W. •' I1 i � N3 1 N2 -▪ Ni Si FIGU E 1 = 2 S3 = 1WAT�RONT S4 1 = S6 ° CONSTRUCTION COMPANY I S8 S7 KIRKLAND VA PH, 806-828-3600 S9 PURPOSE: EXISTING CONFIGURATION • SCALE: 1-= 120' PAGE: L OF 4 DATE: 8-23-95 0 • • .rt.f. u elIt kK. tr..nw in a € ommi- +.•M•e -.` \♦ ' tart �r \ t 6 N III a:e %� .+ 6. J Ift—� 1 Lam A- Delo Leeeloy J.W."IY...pon I fI �',` /? 1� _ t4H8Y ISLAM ���r �--� 94 -- 1 h4'�tAIRSTATr. • `` Fon C••ee "i-Keyt .•1—`�— \ r • Admiralty •� � 1.• 'N..... �` Head Light 1. T- k IIIl . +ey State Park 't ` fon C,xy -- -- - • 1 Intarpretite/ c•ady Bay ,,` Center Admiralty ~ •� Head � North Beach Point Wilson Light c•. \ y •‘ County Park `9 .. _ . 1'Coast e,I ---r- • ''Fort Norden Stale Park gelato:" T JT !I�IPurt 7ornsend _ �McCw Poinr • -orl Mn�n _ %wine Science Centel' A ,, ...... t' C t. ' /. r. t• Stale Pr T QP. ♦ .�' e114 om MllTWyR2\,.,,-• AI_ t!,- N. � -K-_r e* r :. Port Townsend —-� e / _ B , : -4 14-.,. -• ,,,,f..-?, 4_ ,/ Jefferson County • ; _ • ••wecsln - --s R�up to i [IIIIHiuoriul Museum t `s - .."—_,7' R ; — C7►''•..r a i��0 to UNE tAvcoac ---'1 6 ("i t ; I '�'/ Port Townsend-Keystone Ferry 1 �, TARGET RANGE _-..s 1 me;ARs RES I� . ,`O Marrorstone Point , r____!..---___ — �, . ________..e.,._- ♦ •7.-- - Pant ' '' ,.i- a•uU• I __..r`9 .''r\ <„ Fon A.: �r • ( ~ �— FI gler 1 't _ / 0 �^`QLD- art Neer State Park ; r, - ei .1"t\s ` ---•/ • C•.• _ IN "'V.-1'. � I . r `i 4 i /' e t O (I 71'> r,1 : I. --' y /� -nil D " 'a_ t.c a----o:.e` - I *Iola Fon Townsend _•1 t o I -� ' : r L—.*. t + • t (State Park ` / i. f ' Laq�onr ' z 'n 1 m l ' 1Jerrso� ^ /1 l AL- t+tfry Bay State Park 1 '� -�- J Co.,ty Kao Pr )__rrk: . `.4..."' 7 �,ISuu t�yf hi �' 1 \^•v-rc••r a'.po•t-- East Bach County Park _ 2'' d,. _ia• I ,GiStue Park Contract -� arta Cor Virus snci•r . ,I____- -.;' —t Sosdl•nd 1 t Point Adelina Beal. =---____,-- Gane r C. -.- 'o,1n IKeymee Be•cJt) lI re \ Po.nt '- It > 1 . --1.'. 4-• L h�. lrondate— S'. r i `Kelut l ra T-_ 'Y7;'�.-� a a- _ \• 1 i 1*'f'o,nr 7 � •r b -•`•rr ybke Y. Q -.11 Jwp.nion 2.- F 1� t•ot Ir Bush►Dint /-2 'P of ,S.. Pa of Yt 1 Mali Pool(Y — 6 73 Port \41.N ion Anderson l.a4e l �2 J t (j ��Pia Z t A .-1,. \ b•e • M. '--State. f•-• aasor t••e-• T..T.L `1.,\ 17r'1 O 1..a.7 9a° oi46 I `t LON: 12.2° ' 31H SgC: I TwNSNP: 2.9 N RN6: I W Figure 1 0 4 - POKT HA.DLOL( INN i' /"tAK i N" A • • 700'+/- • 210'+/---_ _ _ _ _ - \ 108' EXISTING FLOATING �- - - \ 1 BREAKWATER TO g1 _ -25' +/- EXISTING PILING \ I BREAKWATER BE RELOCATED --- EXISTING PILING BREAKWATER \--7. . . .. .m..11. . 1., 1"..?1, mill EXISTING FLOATING LOGS EXISTING FLOATING LOGS TO BE REMOVED TO BE REMOVED 150'+/- TO BREAKWATER I i �� - - - 29'+/- -18'+/- TY-P8 TYP 4 _ - - - 6 -12'+/- PLACES - - - OUTSIDE 80' • FLOAT - _- -- /- -- _.=]-- -- --- - - - - - � - - 160+r - - -160'+/- 1 r - -26'+/- _ i -- 24- _ _ 30' i _ _ 3'-3"�'�-- __ � ' 4'+/- 6' TO BE REMOVED /-_.._- FROM 5 SHOREWARD -- 162'+ - - 162'+/- FINGERS N. 4--- EXISTING 5' X 60' EXISTING SAILBOAT FLOATS 1 = GANGWAY _-- / MPPROJX (DCO j F 845'+/- TO HEAD OF PIER TO BE RELOCATED = _- EXISTING WALKWAY FLOATS i -- -- -- -- - - TO BE REMOVED i EXISTING PIER i ---- -.-- = i �� N10 N9 480' N8 — - - - - -TO HEADOF PIER N7 - - - N5 N6 4 • 7. N3 LINE OF M.H.W. Rv 1 79. N2 121 Ni S2 Si I FIGURE 1 S3 S4 S6 S5 0 WATERFROPI1' SS s7 CONSTRUCTION COMPANY INC, S9 KIRKLAND, WA PH 206-828-3600 PURPOSE: EXISTING CONFIGURATION SCALE: 1"= 120' PAGE: L OF 4 DATE: 8-23-95 • • • 700'+/- RELOCATED FLOAT • 210'+/- RELOCATED FLOAT W/ PUBLIC ACCESS] PROPOSED CONCRETE W/ PUBLIC ACCES$� `j `EXISTING PILING I PANEL BREAKWATER DOWN `EXISTING PILING !! . // BREAKWATER ! TO 3'-4' ABOVE BOTTOM I / BREAKWATERS r8' MIN 1 iiii/J ,//i /if <•/' ' ilii[�i1/7/1/17//f1/JZ,,41 G/ ,}5,,,I 1� 23'6"X64' 1 6• / / 23'6"X64' 60' ,,,,, . , 20'- Sq, -'20• ,,. . <I 80• 23`6'+X64' X40' ;� i40'-„i .. 23'6"X64' 1 4.4"-t -.IL-6' �Jlfq•-4" 1 L.-4' 4" -J-6' q,q..j Typ 132'+/- 132'+/- - TYP 75'+/- -/x..„........,....PROPOSED SEWAGE PROPOSED 4'-4"-•-r- 32 r I -_ _ PUMP-OUT. —t q 4'- „ 6' 40 6'� r _ ADDITIONS �t 32' I �- X40' ( i� 80' 0, Ar0. � 4, �� �`ArA .we 80' ,34' _ _ ; / 1 6' 1---130'+/- --I r8'-4" 1 I 16'� 50' - -EXISTING gp• 130'+/- SECTIONS -1 30 t�- J - - _ _j _ f—t 03't--1 24' - I i 40' - j i—4.10' 4Em }6 24' 111111111111111111111111111111 43• 30't - 22' LOCATE (2) o 0 o eii SAILBOAT l'. FLOATS FP. . HERE - :: =TO HEAD OF PIER - - �. • - � • N10 N9 a8o' _ N8 • TO HEAD OF PIER N7 N5 N6 L N4 O5S0 95 LINE OF M.H.W. N2 N1 S1 = FIGURE 2 • 2 = S3 S4 WATERFRONT S6 0 S8 S7 CONSTRUCTION COMPANY INC, S9 KIRKLAND VA PH, 206-828-3600 EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE: 1"= 120' PAGE:- OF I DATE: 8-23-95 . • • DASH LINES REPRESENT FLOAT TUBS 5/8" GALV FLOTATION TUB LENGTH 8•-0" TYP THRU RODCOMPRESSSION 2'-4' 0/C TYP SOLID BLOCKING LC ..-FIAimmil II ,�' <�` I DOUBLE WALER I IN>< I I >< I I i • i , I 0114. NI FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL PILE 3X NAILER IF 2-1/Y GALV STEEL DECKING VINYL DECKING USED f ITE HOOP THRU BOLTED TO FRAME WITH 1/2" BOLTS 1 1/2" T 5-1/8 X 9-1/2 . GLU-LAM WALER =•,'_ F. ■ �IlI-II♦-IL1II r., 11!I" Ct '- I" . SOLID BLOCKING FLOAT TUBS 11 �' 5/8" GALV d COMPRESSION THRU RODS UTILITY RUN DOUBLE WALERS 2' 0/C 4 4 UNDER DECK p SOLID BLOCKING• I FOAM FLOTATION MOLDED PLASTIC Ir FLOAT TUB 4'-4"+/— SECTION mmumislmmimimUI' imeiimiiimmimilmil11 i III 5/8" GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING �O. 3X8 WALERS t 6 t •• �`� OR GLU-LAMS l 2X4 FACIA �/FolliiIIIIIIIIIIriG ....... ..... ........ .........!i /95 ra �►_ ME 011MINIEV IririblIMIMINNIIIIIIIMPRo 1(/' ° ° p ° SOLID BLOCKING 5/8" GALV - COMPRESSION °� THRU RODS d p UTILITY RUN PROPOSED: 4 UNDER DECK ° a p PORT HADLOCK INN & MARINA °p ° ° ° NEAR HADLOCK, PORT p ° MOLDED PLASTIC TOWNSEND BAY FOAM FLOTATION FLOAT TUB IN: 6' +/— SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE: 9-1 1 -95 , • 1 IN THE BOARD OF COUNTY COMMISSIONERS APR 31996 IN AND FOR THE COUNTY OF JEFFERSON 1 IN THE MATTER OF a request by Mr. Ray) Hanson for a shoreline substantial ) FILE NO. SDP95-0008 development permit to modify the existing breakwater and construct ) FINDINGS, CONCLUSIONS, additional floats at the Old Alcohol ) Plant Marina on Port Townsend Bay ) AND DECISION Board of Commissioners Decision: We have reviewed and considered the referenced application for a shoreline substantial development permit and the Staff recommendation. We hereby : //adopt the findings and recommendations of the Staff dated March grant approval 27, 1996 and of the shoreline substantial development permit as recommended. determine that a public hearing will be held by the Board and direct the Development Review Division staff to publish notice of said public hearing, and further determine that the Board will adopt its own findings prior to approving or disapproving the request. DATED THIS i, DAY OF April, 1996. JEFFERSON COUNTY BOARD OF COMMISSIONERS // / / !q- ► HUN INGFO'D,Aairman ATTEST: RO: RT H'1740') rt: • c1-�n.�, �� LORNA L. DELANEY • CHARD Clerk of the Board OJ Memb r ORtGtNAI S JEFFERSON COUNTY BOARD OF COMMISSIONERS CONSENT AGENDA April 1, 1996 ITEM: Consideration of the Development and Review Division' s recommendation to approve the shoreline substantial development permit application by Mr. Ray Hanson (SUB95- 0008) to modify the existing breakwater and construct an addition to the existing marina. STAFF: Dennis Thomason, Associate Planner PROPOSAL: The proposal is to modify the existing breakwater and construct an addition to the existing marina. RECOMMENDATION: The Staff recommends approval of the project. REQUESTED ACTION: The Board should review the application, staff report and recommendation and decide to concur with the Staff recommendation to approve the Substantial Development permit or hold its own hearing to review the proposal, take testimony, and develop findings and conclusions. c: \BOCC\Agenda.pop 4 1 ^ • 0 Primary (4.201) In general, those categories of uses that are deemed as being preferable with the definition,and policy of a particular shoreline designation. ,h Marinas (5.110) Facilities that provide launching, storage, supplies, moorage, and other services for six or more pleasure and commercial water craft. =,f j / The following policies and performance standards apply to an addition or upgrade of an existing marina. Policies 1. Marinas should be designed in a manner that will reduce damage to fish and shellfish resources and be aesthetically compatible with adjacent areas. Staff Comment: An eel grass study has been required Fish and Wildlife and has been completed. Fish and Wildlife have issued a Hydraulic Project Permit (95-51600-05) on March 15, 1996. 2. Floating breakwaters should receive valid considerations as a alternative to conventional breakwaters. Staff Comment: The proposal will relocate the existing floats in the center of the breakwater to the outside of the breakwater wall to replace existing floating logs. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Performance Standards 1. Marinas shall be equipped with vessel pump-out and on-shore sewage and waste disposal facilities. Pump-out facilities shall be available at no direct charge to the user. Staff Comment: The proposal includes a sewa_e Dump-cut facility as shown on az:ac ped :io-ure 2. No more than fifteen (15) percent of the wet slips within a marina shall be covered. Staff Comment: The percentage of covered wet slips is required under conditions of this report. RECOMMENDATIONS: The Department of Development and Review recommends approval of the shorelines substantial development permit with the following listed conditions. 3 • I 1 i; CONDITIONS Development pursuant to this permit shall be undertaken subject to thea applicable e policies and performance standards of the Jefcecson County Shoreline Management Master Program and the following conditions: 1. No more thapfteen (15) percent of the wet slips shall be covered, as per section 5.110(12) of the Jefferson County Shoreline Management Master Program. 2. Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpertuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims, real or imaginary for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. 4 • APR - 319% L IN THE BOARD OF COUNTY COMMISSIONERS �1 IN AND FOR THE COUNTY OF JEFFERSON ; _ } i IN THE MATTER OF a request by Mr. Ray) Hanson for a -shoreline substantial ) FILE NO. SDP95-0008 development permit to modify the ) existing breakwater and construct ) FINDINGS, CONCLUSIONS, additional floats at the Old Alcohol ) Plant Marina on Port Townsend Bay ) AND DECISION Board of Commissioners Decision: We have reviewed and considered the referenced application for a shoreline substantial development permit and the Staff recommendation. We hereby : t, ///adopt the findings and rec mendations of the Staff dated March h.. 27, 1996 and grant approval of the shoreline substantial Mral,,, ' development permit as recommended. , . determine that a public hearing will be held by the Board and direct the Development Review Division staff to publish notice of said public hearing, and further determine that the Board will adopt its own findings prior to approving or disapproving the request. DATED THIS 1_4± DAY OF April, 1996. JEFFERSON COUNTY BOARD OF COMMISSIONERS zi -../ gi/ / / +_ HUNTINGFO'D,/� _ 1. irman 14111111111111111411101 ATTEST: R0: RT H74: 11000 0 . (-51j2/n..Ct- , ,,,_ i 4.°0' i .Ad0b.....--114iWAL, "jgdg i LORNA L. DELANEY , , -CHARDOJ , Memb.�r Clerk of the Board ORtGtNAt ' � t . nr. LririL yr r lticj r . � • AtY FORT PROPOSE, DOCKS 1111 y � 1 '� \rm su EXISTING DOCKS / • r .1\ );- EASEMENT FOLLOWSf10CK �t / / 10' WIDE EASEMENT 1,51 I --- -------- OAK STREET --�_ 100 0 1 0 f v — _ `` -_ --------___ SCALE IN FEE t 4, SKETCH TO ILLUSTRATE PROPOSED PUBLIC ACCESS j EASEMENT OVER A PORT/ON OF GOVERNMENT LOT 3 AND ABUTTING TIDELANDS AND AQUATIC LANDS IN U SECTION 1, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON. 107-A AOtt Dino •+ R{l 1.....w,.7.11,1. wild .� ''• ».Men.!00�7�nil ♦ 23"' he.Lwll4!tl0!9p Ctl1 ` 1. eg0/0n04A0a.1p.it Mt .i ' Irf!• .0.F Vie MA*RONA ..+. . ,., .� .. w LAM!UIlY[f lltl ...*�_. t t• ... w M.w..M 47q .....w Cfl?100aUtf CM6 iMlO I...� n.: . .w�i �n r'-vo ma a-wuwvaaws L..L.t-,it h L 1-11-i 1) L. . te t V o 1 i G 1 I- _ L, 0 0 PROPOSE P DOCKS 7 r, r,I y___\--\----;-", -1 \ \ \ ',, ''' ' '', \ \ 1 \ \ \ \ ' —EXISTING DOCKS \I / EASEMENT FOLLOWS>trOCK .-.- \ . \ . . /1 'Sj ., _ , _ .„ .------ ,,, /�'� SIS (// \c°0.'' 7 U' WIDE EASEMENT t 1 r__________ OAK STREET 100 0 1 yo I� ( `- --------------- SCALE IN FEE ��' SKETCH TO ILLUSTRATE PROPOSED PUBLIC ACCESS EASEMENT OVER A PORTION OF GOVERNMENT LOT 3 c AND ABUTTING TIDEL4NDS AND AQUATIC LANDS IN U SECTION 1, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M. JEFFERSON COUNTY, WASHINGTON. 007^A Ij/N p/{M1 .i !1rrn�,.u4 3 O Y•i•t 7-.7-,,r,--,--1,-,:. . .�.' .41—M 300 all 0131 '-- (41.'I14 300 110 01)1 - i. ayj��//�� rnoao^Mokmputopt R C�!t' 1.0.F f,Y MA*RONA LAM SUII.KjiYW +i:+#a. t . ,... .4. •M'�1.. N. 74 ip N� •121,2-4.10.0011,66-000366 • • • • 700'+/- RELOCATED FLOAT • 21O'+/- RELOCATED FLOAT W/ PUBLIC ACCESS Ir PROPOSED CONCRETE W/ PUBLIC ACCES EXISTING BREAKWATER TO TOO 'N3BR-4' EAKWATER BOTTOMDOWN EXISTING BREAKWATER PILING (�\ 8 MIN iiii�i iVi/ viiiviii iii.///iii/fiiirfi1/ijf/iif�.{/ „ ' S / 23'6"X64' 23'6"X64' I 6'i , •x•20' 6I0' 60' r,, ,, , , 20'i 40 54' •Y r'40' 54 X64' ! Jj 23'6" { 23'6"X64' 1 „ . ,,, i .J 4'-4. y L-g• 4,4"i --i I--6' ' 4-4" 132'+ - TYP nP 132'+/- / 75'+/- PROPOSED SEWAGE 32' LPUMP-OUT. r-q•_q" PROPOSED 4'-4' r -i 32' L �i — --6' (1111 ADDITIONS 6 " I1 7 _ _ ■• , = / 40' i ' • I � 80' 80' i i0 Aar ' ii IIi,ii it...c L • ,• -i 34' 6 ..r -T�-•8'-4" 16' J (---t30'+/--J 50' = EXISTING 50• 130'+/- ' --i 30'±r - = SECTIONS j r.--103'±--1 , • _J � 24' i . 40' -40 - r �� Iii i i mmnm '`a3 1 - t t 30'± i 22' • -_ _ laLOCATE (2) Y- "' r \-\ SAILBOAT 1 . . ( +� FLOATS •I - HERE . _ - I - 845'+/- _ • . - TO HEAD . .'�' OF PIER - - • : 1' 1 f' I �: f — :�: Ngo NN9 8 ... .'I ' •...'.'. • TO HEAD OF PIER.-.... N5 N6 Vo. ._. .'!'.'. N4 OS 1 95 12-1 -� ,.•... - - - _ -' 51 LINE OF M.H.W. _ N2 — Ni : : : : . . � . . } : Si = FIGURE 2 2 - S4 S3 --_ WATERFROm 56 S5 °S8 CONSTRUCTION COMPANY INC. 57 S9 KIRKLAND, VA PH. 206-828-3600 EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE: 1"= 120' PAGE:3 OF 4 DATE: 8-23-95 • • r DASH LINES REPRESENT FLOAT TUBS FLOTATION TUB LENGTH 5/e" GALV • B'-0 ttP /r TRU RODS N SOLID BLOCKING /vl\` I 2'-4' 0/C TYP %.,, ..,.. Com. •°.E DOUBLE WALER t \+N` M. _ I _ .--_ FLOAT TUB WI STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PROPOSED STEEL PILE 3X NAILER IF 2-1/2" GALV STEEL DECKING VINYL DECKING USED PILE HOOP THRU BOLTED TO FRAME 4'-4" WITH 1/2• BOLTS 1-1/2 I 5-1/8 X 9-1/2 GLU-LAM � �:.m�i m���i�:.� `IiNt■ .4I�Ii-I�I� WALER N--------- ./1IuI�I��It1II►r' r----- - • SOLID BLOCKING FLOAT TUBS 11111 MPRESS ON B' GALV diHRURODS UTILITY RUN DOUBLE WALE RS 2' 0/C d 4 UNDER DECK dd p SOLID BLOCKING FOAM FLOTATION MOLDED PLASTIC4'-4"+ - SECTION FLOAT TUB / 7 MIlIIMINIIIMIIIIIIIIt II �I�I111=1=1=1I=I 5/8" GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING • 3X8 WALERS 6'± `S°•• OR GLU-LAMS FEW 1 2X4 FACIA 0V �5 Ni;-Mile' 1111111M=MINIIMININIMIIIIMIMINIMMIMINIIIIIIIM=INIMIIMIlly, 'Apra hel1111111111MMIIIIIIIIIIIIIIIIM gar FAV VV. 1 n 5/8" GALV ° ° 111111 SOLID BLOCKING COMPRESSION THRODS d c 4 a d UTILITY DRUN ECK PROPOSED: ° ° a .4 PORT HADLOCK INN & MARINA a ° °o ° NEAR HADLOCK, PORT MOLDED PLASTIC TOWNSEND BAY FOAM FLOTATION FLOAT TUB IN: 6' +/- SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE: 9-11-95 APR— 3-96 WED 15:04 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 10 . (,-1 p! • ! r :-. . . t $ i I at :e or 6 1 .f c 3 °A' tSj rw f ► i'4 MI rtf n . tX D 81st: 2R v n 'v Wd m'Ao0 z C VI SU rl .i) V .F S I . lb 'v tno dy j S , ri G L ~ i.� 00.4 IN 04-4 C.)40/ i 1 �: v� - t ` ,i J . � J ; i wi . z• I 1111 o~ �J El ..ii. 4 iI.,..11 _0 A ( 9 I 1C xi N ' IIi 1"-\ f 411 �l�I 41 II w. y :) r .: .iii►;� _,_,..r ; • o i I Mme0 —^�� ' 3 • , j \ I I ' y w v_� 1 ��� -.7_3 in a , ) \ L____ l' 1 0 , ,, 1 ipt . , , -, , ,„ _______., , '2 q Ai a :3';1(-7 APR-- 3-96 WED 15:04 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 11 • • a , . i-, -r• I ... ...—+.la' r f.5.44p ri Aja;,.MM 5• .—�--igrL t I-4.5.— 1 C (Ste w::: -- ;4 ~ -4.5 MT -6,4 -F� 15 -170 — _ I 2, -204 mun..~' f_ s,, vACie! DATER a1� Pape RLE • -SCJ' AL.;ERNATE ALTER\P.`T`� FIXED PANEL BREAKWATER CONNECTION Coh.gcT. N ppe P,L* Rt�E ✓/ 1 I , PILL !+ AoEG.Sr. Tom. li 1' r f , Pice 5ATTER lt;1° \ ALTER ATE ALTERNATE o.Q"E EATTERpiLE CONN. PILE PANiL_CONI`i*. • s5-1-ni6nn IN ,p.�..L Tvwucttd, tear naatocK County: Jefferson State: WA Application by: Ray Hansen Sheet 6 of 6 Revised 12 Feb 96 • C' i ' � • t rat S.r \ 11111 1E11 .d ..a.00.1111.1.14 .r•`.e je"‘ t 6( `` \ Days er ' .N a. EN _„ • Amor ♦ ,• - 1,., , .., ow Ns., I "Sik `J,/� Et rlJndl,q t . mYoonne rl.owl _- \` "7� ° Ain*19..A.• - -♦� -i- .! •'• Atyi Ak AIR STAT' 9 • �rf' I_____-- s S , \! , ..tt.. w•\`\ Fort Ca.., ' ° Key+t°r.<I ,, ♦ r \ Admiralty 1 a I. T- `e• Hud Light 1 IIII +er State►uk 't • \ • ,,` ion Caxy ,S:,ayy Bay • 1 Interprrt v/ \ r..`•1 Center AdmrraIty t ` `J ,, Head \�— ---� r . Horth Beach paint Wilson Light ` County Park `• Coast A,.(""'./1,:y.... `ie�%' a!Fat widen Suit Park!Icicle.: \ _ 'aYUm �1-1 Purt To�.nsend ,.'� Z 1 McCway Pain. ort Itc. +1- Nuine Scirnce Center + ` `-`.--- i" •�::. Stare pail*=+�L . ` I\Pt,' \ �F t Mtur ny IOS• r l r r Port Townsend _ _ � °I,, —4-- �\', + li < `- .. ,,,` Jefferson County i 13 2 IIIIHiuoricd Museums \ s• • •µn•ca at _1=11. Ro 1e11 , p a ✓. I,11,,,,,0_341 \ •t,� 'r. -L,. 1 '� `'•� te.�`�O sl LAKE M.,CE '• 7 ...• J a• • J ,� 1 J V •'/ Pon To.nsend-Keyswru Ferry t : t% —37 My 3 1 �' 'Q %amountone Point s f \_. �;�, —{ * Gi �. utht , / .- . 17 . r _ ^5 ��,Varro..uon. _ s•up.. .1....._, r I • 1 �. -'. .47.1.„4.1 1 s ��_ `5 \. — a —J,�eu0to'. `-/7c"�/)' Q `•` are Flatter State Park I i %, .i;--"- -'_-( • Ctw `t/- ^ 1� r0,•.; J/ :_'{TJ— __� s use � S `� < D i ``�� •- •i• •, • 1-t „IIL Old Fort Townsend \1 7..... - I La oon r ' Z �., • .\—t:—�ISuuPuk �an_pi _ II_ n '3 I So,nt'\ a ,i, �___ -_ ,\1 NESER%JO A. t Itty Bay Sutt Park r �� _�,Jer'ri,. '_1 _ �a �Suu t�1J hi I. :,_ t e a ..i� Kao Pt _)_Frr. >`.. .M...•. East Beach County Park ..< �`.�$tatt Park 105;.` ' _ ooiland I r Conrr,cre.e `�� r,,,__.,„„(.„,..\---, ar Ca nr•oa.sct-- I ' y t F` — /oeAdetmaBeach. _ Gan, a. 3, �\ 1 • -!e(Kpme•Beach) 1' 1 PomrA:N_ bar. Imelda! .-1 (1 '' • 1 s `Keret t l Y. 0 •� s Bush point 1`'Po,nr r �. R 1 •ry y� �� E v -Jw.ot e° ; L,tht/i�.� \lit Z—� r 5..�Hte `� `��ia;� �I Dunn PeC e } �t � a I Z7 \ T1 i.r Is Pwt \µDer Pont q denon Lake \ l a 1' - Eytir Pont n 1 c 2 \ t' �° r —thsreactia • .•e •• w -- •7 t 9a° oi14L`` LP _i_ow 1y.2° 4E1. 31" SLG: I TW 491P: 201 N RNG: I W . fr 1 9 1996 Figure 1 0 F 4 ,:-.J POJT HADLOGK INN iiMAK t'IA 41110 PORT HADLOCK EELGRASS SURVEY REPORT \\1 3 c July 31, 1995 Prepared For: Port Hadlock K.S.C.-L.L.0 do John Cannon 4000 West Clearwater Kennewick, WA 99336 fite PREFACE This information has been prepared by Applied Environmental Services, Inc. (AES) following the described methods and information available to the best of our knowledge at the time of the work. The information presented in this report reflects AES's best professional opinion regarding the subject property. The applicant is advised to contact all appropriate regulatory agencies prior to design or construction of any development to obtain necessary permits and approvals. Wetland boundaries, classifications and discussions are based on our understanding of the local, state, and federal regulations, and site conditions at the time of our work. The final wetland boundary determination and wetland classification i s to be made or verified by the appropriate jurisdictional agency. / "/`-'‘ 51-erhi/ki Applied Environmental Services, Inc. 111411 TABLE OF CONTENTS Title PAGE INTRODUCTION 1 METHODS AND MATERIALS 1 RESULTS 2 DISCUSSION 2 SUBSTRATE 2 EELGRASS AND MACROALGAE 3 INVERTEBRATES 3 VERTEBRATES 4 FIGURES FIGURE 1 7 FIGURE 2 8 TABLES TABLE 1 9 TABLE 2 10 TABLE 3 3 TABLE 4 4 TABLE 5 4 REFERENCES 6 .. Port Hadlock Eel rass Surve O. g y Final Report Applied Environmental Services, Inc. (AES) has completed the intensive eelgrass/macroalgae biological survey of the tidelands in Port Hadlock directly offshore of the Old Alcohol Plant Lodge (Figure 1). This letter and the associated figures and tables describe the results of this survey. Introduction AES was contracted to perform an intensive eelgrass/macroalgae survey of the subject property. Methods and protocol for this work are described by the Washington State Department of Fish & Wildlife(attached). WDF&W communications indicated that the site has been recorded as a Pacific Herring spawning area which prompted the need for the intensive habitat survey. The dive survey plan was developed and presented to WDF&W for acceptance prior to the commencement of the dive. The dive survey was conducted on July 19 and 20, 1995. The weather was warm and sunny on July 19, 1995. On July 20, 1995, the morning was cloudy and overcast with afternoon sun breaks. Diving occurred from approximately 10:00am to 6:OOpm each day. Current was slight and visibility was poor at approximately two to three feet. Methods and Materials Standard snorkel and SCUBA gear was employed by AES divers. Mr. Wayne S. Wright and Ms. Lisa Berntsen Stephens completed the dive, collected the resource data and prepared this report. Both Mr. Wright and Ms. Stephens are recognized by WDF&W as qualified scientific divers for resource surveys. Twenty transects were established along the shoreline spaced 40 feet apart. These transects encompassed the entire length of the shoreline associated with the proposed marina expansion. Transect length was set to encompass the area between shore and the existing marina, unless the eelgrass bed extended into the marina area or terminated prior to the marina. Each transect was set with a reference to the Ordinary High Water(OHW) mark along the shore. Typically, the OHW line corresponds well with the Mean Higher High Water(MHHW) elevation and for mapping purposes, we have made this assumption in this effort. Waterfront Construction has generated the site map illustrating the eelgrass bed from the - field data collected(Figure 2). Underwater observations were recorded every 20 feet along each transect once the eelgrass bed was encountered. A modified WDF&W transect reel was used to maintain underwater position and distance offshore (Figure 3). To keep an Applied Environmental Services,Inc. July 31, 1995 • Port Hadlock Eelgrass Silky Final Report with a shell mix. Gravel becomes prevalent in the silt and sand mix in the extreme southern and northern portions of the survey area generally in the vicinity of transects S9 to S8 and N8 to N10. In the central part of the study area, the substrate was uniformly silty sand with shell with the notable exceptions within transects S6 and N3. Between 80 and 100 feet offshore on transect S6, a gravel and shell pile was encountered. At transect N3, a pipe(estimated at 16 inches in diameter) was found along the high intertidal zone and was associated with larger rock presumably to stabilize the pipe. Eelgrass and Macroalgae Vegetation included a dense stand of Dwarf eelgrass(Zostrea noltii) nearshore followed by a dense band of common eelgrass (Zostrea marina) to the inner marina limits. Dwarf eelgrass was introduced into Puget Sound from Europe. Its leaves are about 15 cm long and 2 mm wide. This species seems to be most abundant at the upper intertidal levels and generally occurs at appreciably higher elevations than Z. Marina. Common eelgrass inhabits elevations in Puget Sound ranging between -3ft and -28ft MLLW. Typically, eelgrass would be expected to be found throughout the Port Hadlock area, however, the marina appears to have limited the eelgrass colonization to the areas defined in Figure 2. Sea lettuce, Gelidium and filamentous green algae were present between the two distinct eelgrass populations. Stands of the filamentous green algae were most abundant along the middle segments of transects S3, S2, 51, 0, N1, N2, N3, N4 and N5. Ulva remained rather dominant offshore of the eelgrass bed. Macroalgae and eelgrass species noted during the dive are listed in Table 3. Table 3. Vegetation Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Dwarf eelgrass Zostrea noltii Eelgrass Z. marina Sea lettuce Ulva fenestrata Gelidium Gelidium robustum Sarcodiotheca gaudichaudii Invertebrates Hardshell clams were observed throughout the zone but were judged to be of intermediate abundance. Geoducks were not observed within the survey area. The most abundant invertebrate species were Dungeness crabs (Cancer magister) and the graceful crab (Cancer gracilis). These crabs were seen in the more offshore portions of the dive transects (greater than 15 feet actual depth measured. Other invertebrates observed are listed in Table 4. Applied Environmental Services,Inc. July 31, 1995 Port Hadlock Eelgrass Survey • Final Report Table 4. Invertebrate Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Dungeness crab Cancer magister Graceful crab Cancer gracilis Sharp nosed crab Scyra acutifrons Kelp crab Crangon shrimp Horse Clam Cockle clam Pugettiaproducta Crangon spp. Tresus ca Clinocardiu nuttallii Sea slug species unknown Vertebrates The most abundant fish species seen in the area were flatfish. Species identification was not always possible and overall fish abundance in the survey area was not estimated. Table 5 lists the vertebrate species observed during the dive survey. Table 5. Vertebrate Species Observed at the Port Hadlock Marina July 19 and 20, 1995. COMMON NAME SCIENTIFIC NAME Pacific staghorn sculpin Leptocottus armatus Epglish sole Parophrys vetulus Speckled sanddab Citharichthys stigmaeus Shiner perch Cymatogaster aggregata Threespine stickleback Gasterosteidae aculeatus Penpoint gunnel Pholis otnata AES thanks you for this opportunity to assist with the environmental documentation for the project. We have followed the guidelines set by WDF&W for the intensive eelgrass/macroalgae survey and we have communicated our dive plan to WDF&W prior to initiation of the dive. The data and map products provided are not professionally surveyed by a land surveyor and are not to be considered as formal boundary surveys. Transect locations, distances and other field measurements were made to the best of our abilities to illustrate the eelgrass habitat characteristics at the study site. Please call if there are any questions or if we can be of additional assistance. Applied Environmental Services,Inc. July 31, 1995 s • Port Hadlock Eelgrass Survey Final Report References Hart J. L. 1980. Pacific Fishes of Canada, Fisheries Research Board of Canada, Bulletin 180, Ottawa 1973, Copyright Minister of Supply and Services Canada 1980. Hart J. 1982. Crabs and Their Relatives of British Columbia, British Columbia Provincial Museum Handbook No. 40, ISBN 0-7718-8314-5 Kozloff E. 1983. Seashore Life of the Northern Pacific Coast, University of Washington Press, ISBN 0-295-96030-2 Rehder, H., Carmichael, J., Nehring, C, and M. Brewer 1981. The Audubon Society Field Guide to North American Seashells, Chanticleer Press, Inc., New York. Scagel R. 1921. Guide to Common Seaweeds of British Columbia, British Columbia Provincial Museum Handbook No. 27, ISBN 0-7718-8013-8. Applied Environmental Services,Inc. July 31, 1995 Port Hadlock Eelgrass�'urvey 0 Final Report ` le . ...._......I:in.d 1,;.iT -mane v t 31 cal See' I- G pe.nM1. \ -�� - 1'x 'form.. _ L.•.,.M •\ Gays 'nirie �j \ t g( ^ T. I` 1 L. frr \ ____- `\`\ 9,l"' Ebya Land, lM l.i, o•rhn �f�n , •t„ t »�� ? W I' A ISLIft-STA • Tf. I MaueaAu y Z ' .\(- oan,e `\v Fort Casey, I -.--C' 525 \ - Km-a.e r,I. Admiralty HeadLi3h1 S�•1 State Park �'t,- Intnaetiveve/ Adm!raitt 6aF .a Center H- eatlralty T Coto Beach Point Wilson Lirht `, 01 Case A.tliler;-se �" a!Fort Norden State Park Beach.%�/ M C utpumII�A fort TownserW / .--. G '. e Y.sy Point; on 1M hLrine Science Cmter ^ l WJtAl1Y ,t• •✓'r ,. .y*.i State Par �:'.` tie's - - 2e�, 1 L_ W l f ,�T •- - __ - • Port Townsend _,_ T 1 , /y �_ ' -`' HN'�S 11efterson COYnty ,, ewers?n ---r R Mail :' 9IIHittorioJ1 Museum `\s�\ i x...__0,4 � i Hou ;. ,«sa r-� . �- ��© . -.Z-'IC.• GEORGE 1 1 �S g-- Port Townsend-Keystone Ferry t`t. TARGET A GEAKE Tp t ��'�'-Y�aAg: i� d� 'JO Marr,wstone Point \,i. —+'•;rc}' . '..,.. "--*".•-•!3/4 e _ 5� '�' t i _ 44.III N.i --I'Le R'Glows `' '<iFlaFler { 11 1 t \} -— t �0 II ��: B ort;F4rler State Park I e� 34. ... . .4— .•',/• ,, '1^� i 1}'�' `�•,, .41OId Fon Townsend _O -1 I shoo.so �- —` y:k:zirLIi 1 `\mamananal Airport— - Z1 •ti East Brach County Park i� Saab Stihl `. '! I ��}-tate Park C%M"ma..e Modland 1 • PO r'Kfala Addeo Blacks, arO.A.., 1 UsM 31 , ' i ,•iC IKgmaa Bs.eM!1,'' a 3 t. ' .43 IR-' t seea\J<oiissw_I— POMf 71 1 mo i` .-ro--• ° a 1 . O --• I ., '1 j 'rs Japin• Z. - map(a i Bush Point °.I w - . pi, ,, e% , 6 - .' Ar dr" i5 Parr Dusk POM`'=6 • n • ^s Q :', +"_= . c s • _i V Q,,l y_ x111 N p \j Mie Parr derison Lake 1 t`` yw "� O t0 O ,er'G Waadm+a; --'St•. 7".. 11 �_-. - ,. • tow Awt` 2 G .e ri 'r •• '9• K rb.se .. s Figure 1 • Applied Environmental Services,Inc. July 31, 1995 • 0 700'+/- RELOCATED FLOAT/ 210'+/- RELOCATED FLOAT / EXISTING PILING PROPOSED CONCRETE EREAKWATER PANEL BREAKWATER EXISTING PILING / BREAKWATER 60' i i...40'*'-; 50 i 40'I�50'l i 60' r • r , • • • • • - C r r 1..-6'-.JL-4. -.IL"-4' �1-.--6. 310' 310' 75'+/ PROPOSED 3'-3"7r-i 26'I ADDITIONS 6'-".1"-- 1 "r `26'r'�(`3'-3y r-6, 80' j ,fili) i 1 .1 1 1 II 1 +4f t,80� GI1111 11 ; ZD'+/_-�J L-120'+/- . 51' 50' 60'+/- �- EXISTING SECTIONS- 60'+/- �- • 39' • _ 40' '!J.4r i • • • • Pl° . . . . E .--- . . . . . . . 845'+/- TO HEAD OF PIER _ 0 - \-PROROSED .EWAGE - PUMP-OUT f•'•'•'•'-'•'-'•'•'•' N 1 0 F'. . . . . _ . . . ._ -. .T I N9 aso•�' N8- •• • TO• EAD OF PIER_ [. . . L N7 N5 N6 1. 4 LINE OF M.H.W. " N3 N2 N1 FIGURE 2 S, _-L. WATERFRONT' CYIUN2A* Nc. 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O N M [t CO CD N N N a) CO N 0 0 0 0 0 CO M CD LA N O O N M M O 0 0 0 M V) V V .- N N M ,- co L. t� N Cr)M N r•-• v N O Cf) cn O M O O O O O O O O o 0 0 CO N 0 0 0 0 to N — N I' Li-) r- LPI CD CO i, r- r- N co N X C C CO 't O 1- N CO M r- O) Cf) CO M r d 0 0 0 0 M O CO O O O O O O O O O O O O O O M N r- M O O 0 0 a to 01 CO CO M O O O O O O 1- N M O O O O O O O O O O O O O O O ON N- 0 = CA r- r- N N el"; tj 0 a rn C Ni p. - O O O O O O NO 1- COO COO ON I- COO COO O NO d' COO o00 O NO I' COO c00 O ON 1- COO 000 O ON rt COO N d CO 00 N N N N N co M M M M ct a 1- 1- V Ln Lf) IA Cry LI) CD CD CD CO CC C) H • S INTERMEDIATE EELGRASS/MACRO ALGAE HABITAT SURVEY GUIDELINES Intermediate eelgrass/macro algae habitat survey guidelines will be applied in those instances where a proposed project is to be located within an area of documented eelgrass/macro algae habitats but where herring spawn has not been documented. The applicant shall contract a qualified diver/biologist to conduct the intermediate eelgrass/macro algae survey. The diver/biologist must be able to demonstrate the ability to identify the predominant macro algae species native to the project area. The intermediate eelgrass/macro algae survey shall include: 1. Through prior consultation with the WDF habitat manager, specific macro algae species will be identified for quantitative distribution evaluation. 2. The diver/biologist will survey transects perpendicular and/or parallel to the shoreline. 3. Transects will be referenced to a permanent physical feature within the project area. 4. Transect length and location will be determined by project and site specifics. Transects will extend beyond the project extremities. 5. Transects should include the inner and outer margins of the macro algae habitat where feasible. 6. Transect locations and lengths will be specified based on specific project and project site features. For pier/ramp/float structures, transects will include at a minimum: a. transect located at the center line of the proposed project. b. transects located 10 feet to each side of the outer edge of the proposed project. c. transects located 25 feet to each side of the outer edge of the proposed project. NOTE: Additional transects may be included at the discretion of the applicant. 7. For eelgrass, turion (shoot) counts shall be conducted along each transect at a maximum 20 foot intervals and shall include the inner and outer margins of the eelgrass bed where feasible. Eelgrass density counts will include three (3) 1/4 meter square counts as described by the corner of a 1/4 meter square pivoted around the count point at approximately the 2, 6, and 10 o'clock positions (see diagram below). The density count at each 20 foot count interval will be the average of the three (3) 1/4 meter square counts. I 8. For non eelgrass macro algae species, percent cover estimates will be conducted along each transect at a maximum 20 foot interval and shall include the inner and outer margins of the macro algae habitat where feasible. Percent cover estimates will include three (3) 1/4 meter square estimates as described by the corner of the 1/4 meter square pivoted around the 20 foot interval count point at approximately the 2, 6, and 10 o'clock positions. The percent cover estimate will be the average of the three (3) 1/4 meter square estimates. 9. Intermediate surveys will only be conducted from June 1 through October 1. 10. Approximate depth contours will be established for the project site based on mean lower low water equal to 0.00 (MLLW = 0.00). Tidal reference and correction should be noted. 11. A site map will be developed indicating the quantitative distribution of eelgrass/macro algae species, substrate characterization, approximate depth contours and the approximate location of the proposed project features. 12. Survey documentation will also include the time of survey, date of survey, turbidity/visibility, presence of invertebrate/vertebrate species and miscellaneous antidotal observations pertinent to habitat characterizations of the project site. 13. Results of the preliminary survey will be compiled and sent to the WDF habitat manager for review. NOTE: Deviations from the intermediate survey guidelines will not be acceptable unless agreed to through prior consultation with the WDF habitat manager. Port Hadlock Eelgrass Survey Final Report accurate transect position, the reference marker on shore was carefully targeted to a position within the existing marina facility. Since the water depth at the site was shallow, most of the transects were established by snorkel with compass bearings and back azimuths to maintain position. Data collection focused on the eelgrass presence and turion density. Eelgrass density was physically counted within a one meter square plot every 20 feet along each transect within eelgrass beds. As each 20 foot segment was reached, a one-half meter square PVC grid was placed next to the transect line and the eelgrass was counted. After this one-half meter areas was counted, the grid was flipped to the other side of the transect line and the process was repeated. In some areas the eelgrass was particularly dense. These plots were estimated to have eelgrass turions in excess of 300 turions per square meter. We noted these observations in our data set as "300". Anecdotal observations were also made along the transects which included: substrate, invertebrates(clams, crabs, shrimp, etc.) and vertebrates(fish). Species identification was made where possible and recorded on the dive slates. Numerous field guides and taxonomic keys were used to identify plants and animals observed during this effort. The following references were used: Kozloff 1883, Scagel 1921, Yates 1988, Hart 1982, Hart 1980, Rehder, H., Carmichael, J., Nehring, C, and M. Brewer 1981. Results Upon completion of the dive, data were summarized and incorporated into tables reflective of the offshore position of the observations. Table 1 presents the transect numbers the relative location from OHW of eelgrass beds with respect to MI-11-1W and their distance offshore. Table 2 contains the turion density counts made for each transect. A map of the eelgrass bed based on the dive data was then prepared. Table 2 has been created to compliment the map of the eelgrass bed prepared by Waterfront Construction (Figure 2). Table 2 shows all turion counts for each 20 foot segment along all transects. Discussion Substrate As the attached tables reflect, the resource characteristics within the survey area were relatively uniform and coincided well with depth. The substrate was primarily silt and sand Applied Environmental Services,Inc. July 31, 1995 • 411 HYDRAULIC PROJECT • APPROVAL 7:711,11. DEPARTMENT OF FISHERIES R.C.W. 75 . 20 . 100 ' R.C.W. 75 .20 . 103 General Administration Bldg. J moi! Olympia, Washington 98504 n March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE X.OF 44 PAGES [10ILAST NAME 18 CONTACT PHONE(S) CONTROL NUMBER Hanson, Ray (206) 828-3600 1 95-S1600-05 12 WATER_ 9 WRIA ort Townsend 17 .MARI 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . 6 . The float centerline shall be re-established during the construction phase using the procedures outlined in the plan submitted by Steve Zuvella from Waterfront Construction, dated December 8, 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slip configuration illustrated in Figure 2 . page 3 of 4 , dated August 23 , 1995, and stamped "Revised: 12/15/95, ' Attachment 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not belaced closer than 3 feet from the bottom to allow for passage of fish and shellfish. 10 . As indicated in the "Revised: 12/15/95, " plans (Attachment 1) , a walkway shall be provided to the breakwater floats for public fishing. As provided in the original permits for this project, public access for fishing from these floats shall be maintained for the life of the marina. 11 . The exising and new floats shall be the dimensions and configured according to the "Revised: 12/15/95 , " plans (Attachment 1) . Under no circumstances shall the floats be configured in an alignment other than illustrated in these plans . 12 . Two sailboat floats shall be located as illustrated in Attachment 1 . The existing floats along the main pier and walkway shall be removed. 13 . Any old floats, creosote treated logs, and other manmade debris shall be removed from the beach area on the marina property, and the natural features of the bankline shall be maintained. 14 . The sewageumpout shall be installed in the location indicated in Attachment 1 . The sewa e pumpout shall be installed and available for use prior to completion of the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. REV 10/16/88 Ili . -1 f.. -A -' - HYDRAULIC PROJECT ,, - 2 }APPROVAL MAR 19 a ;. DEPARTMENT OF FISHERIES jam,; R.C.W. 75 . 20 . 100 General A inistration Bldg. .4, R.C.W. 75 .20 . 103 --- ' JEFF[Fr Olympra, Washington 98504 Fl March 15, 1996 F (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE 1 OF 4 PAGES 1101LAST NAME FIRST 118ICONTACT PHONE(S) 11' CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 19 STREET OR RURAL ROUTE 7 181 9 WRIA c/o Steve Zuvella, Waterfront Const, 75 State St 17 .MARI CITY WATE 98033 ZIP 1141 1171 Kirkland FIWATER TRIBUTARY TO 1111 TYPT OF PROJECT Port Townsend Puget Sound Marina and [QUARTER SECTION TOWNSHIP RANGE(E-W) COUNTY SECTION 01 29N 01W Jefferson Breakwater Expansion THIS PROJECT MAY BEGIN 16 1AND MUST BE COMPLETED BY TIME LIMITATIONS: — Immediately March 14 , 1998 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING THE WORK. SEF IMPORTANT GENRRAL PROVISIONS ON REVERSE SIDE OF APPROVAL NOTE: This Hydraulic Project Approval (HPA) is a change of the original HPA issued March 6 , 1996 , in response to a verbal request by Steve Zuvela of Waterfront Construction on March 15, 1996 . See provision number 3 . The Washington Department of Fish and Wildlife (WDFW) has reviewedour plans appearing in Corps of Engineers Public Notice 95-1-01600, received on September 14 , 1995, revised plans dated December 15, 1995, and Determination of NonSignificance from Jefferson County on February 14, 1996 . WDFW discourages the use of pilings, lumber, and other materials treated with creosote and other wood preservatives and recommends instead the use of steel, concrete, or recycled plastic . 1 . This project is approved as illustrated in your application, subject to the following provisions . 2 . The permittee or contractor shall notify the Area Habitat Biologist listed below, by FAX (360) 902-2946 or mails at least seven working days prior to the start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 through June 14 of any year for the protection of migrating juvenile salmonids . Except that in 1996 only, two test piles may be removed from the sediments using a vibratory extractor on March 15, 1996 . SEPA: DNS, Jefferson County, Final - February 28, 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 PATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA DEPARTMENT OF FISHERIES K. Z)Lbieji, 7) DIRECTOR 1111 • HYDRAULIC PROJECT s � APPROVAL DEPARTMENT OF FISHERIES ;: R.C.W. 75 .20 . 100 General Administration Bldg. `• . R.C.W. 75 .20 . 103 �'..�.,!°`. � Olympia, Washington 98504 n March 15, 1996 - (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE:SOF 'nnPAGES 10 LAST NAME 18 CONTACT PHONE(S) CONTROL NUMBER Hanson, Ray (206) 828-3600 1 95-S160O-05 19 1WRIA n WATER._ort Townsend 17 •MARI 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . 6 . The float centerline shall be re-established during the construction phase using the procedures outlined in the plan submitted by Steve Zuvella from Waterfront Construction, dated December 8, 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slip configuration illustrated in Figure 2 . page 3 of 4 , dated August 23 , 1995, and stamped "Revised: 12/15/95, 1 (Attachment 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not belaced closer than 3 feet from the bottom to allow for passage of fish and shellfish. 10 . As indicated in the "Revised: 12/15/95, " plans (Attachment 1) , a walkway shall be provided to the breakwater floats for public fishing. As provided in the original permits for this project, tublic access for fishing from these floats shall be maintained for he life of the marina. 11 . The exisinand new floats shall be the dimensions and configured according to the "Revised: 12/15/95, " plans (Attachment 1) . Under no circumstances shall the floats be configured in an alignment other than illustrated in these plans . 12 . Two sailboat floats shall be located as illustrated in Attachment 1 . The existing floats along the main pier and walkway shall be removed. 13 . Any old floats, creosote treated logs, and other manmade debris shall be removed from the beach area on the marina property, and the natural features of the bankline shall be maintained. 14 . The sewageumpout shall be installed in the location indicated in Attachment 1. The sewa e pumpout shall be installed and available for use prior to completion of the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. • REV 10/16/88 , D U -411 J --� HYDRAULIC PROJECT I II , fit: �_ `� APPROVAL ��^ i '! ,� _ _ MAR 1 g icc 4 7. ` DEPARTMENT-OF FISHERIES » .. � • R.C.W. 75 .20 .100 General A. inistration Bldg. .. R.C.W. 75 .20 . 103 �,�,� _ . JEFFERSON ,UtYmPt"a. Washington 98504 n March 15, 1996 PERPtiiiT CE,TER (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE 1 OF 4 PAGES 10 LAST NAME FIRST 1181CONTACT PHONE(S) 11 !CONTROL NUMBER Hanson, Ray (206) 828-3600 II 95-S1600-05 1191 STREET OR RURAL ROUTEn g 191WRIA c/o Steve Zuvella, Waterfront Const, 75 State St171 17 .MARI CITY STATE 98033 ZIP 1141 1171 Kirkland 112WATER TRIBUTARY TO 1111 TYPT OF PROJECT I Port Townsend Puget Sound Marina and 11310UARTER SECTION TOWNSHIP RANGE(E-W) COUNTY SECTION 01 29N 01W Jefferson Breakwater Expansion j15 !THIS PROJECT MAY BEGIN I nAND MaUSTBE COMETED TIME LIMITATIONS: Immediately L THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING THE WORK. SFR IMPORTANT GENERAL PROVISIONS ON REVERSE SIDE OF APPROVAL NOTE: This Hydraulic Project Approval (HPA) is a change of the original HPA issued March 6 , 1996, in response to a verbal request by Steve Zuvela of Waterfront Construction on March 15, 1996 . See provision number 3 . The Washington Department of Fish and Wildlife (WDFW) has reviewedour plans appearing in Corps of Engineers Public Notice 95-1-0160, received on September 14 , 1995, revised plans dated Decembern15, 1995,y and Determination NonSignificance from WDFW discourages the use of pilings, lumber, and other materials treated with creosote and other wood preservatives and recommends instead the use of steel, concrete, or recycled plastic. 1 . This project is approved as illustrated in your application, subject to the following provisions . 2 . The permittee or contractor shall notify the Area Habitat Biologist listed below, by FAX (360) 902-2946 or mail{ at least seven working days prior to the start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 through June 14 of any year for the protection of migrating juvenile salmonids . Except that in 1996 only, two test piles may be removed from the sediments using a vibratory extractor on March 15, 1996 . SEPA: DNS, Jefferson County, Final - February 28, 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 PATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA DEPARTMENT OF FISHERIES 0. 2) ere*,.. DIRECTOR • • • HYDRAULIC PROJECT APPROVAL DEPARTMENT OF FISHERIES R.C.W. 75 . 20 . 100 General Administration Bldg. ?. sem R.C.W. 75 .20 . 103 Olympia, Washington 98504 n March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE3 OF 44 PAGES 11O1LAST NAME 18 CONTACT PHONE(S) _CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 1121WATER_ n WR I A sort Townsend 17 .MARI 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for the structure shall be fullyenclosed and contained to prevent the breakup or loss of the floaation material into the water. 18 . Any creosote pilings to be removed shall be disposed of upland such that they do not enter waters of the state . 19 . All new piling shall be steel, as indicated in your plans . There shall be no treated wood piling used for this project . 20 . All treated lumber to be used for the project shall meet or exceed the standards extablished ins "Best Management Practices For the Use of Treated Wood in Aquatic Environments, " developed by the Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall not be adversely impacted due to any project activities (e .g_. , barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp) . 22 . Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 23 . Project activities shall be conducted to minimize siltation of the beach area and bed. 24 . If a fish kill occurs or fish are observed in distress, the project activity shall immediately cease and WDFW Habitat Program shall be notified immediately. 25 . All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state . 26 . Noetroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated with preservatives, trash, waste, or other deleterious materials shall not be burned below the OHWL. Limited burning of untreated wood or similar material may be allowed at or above the mean higher high water line . REV 10/16/88 • • HYDRAULIC PROJECT APPROVAL a rca� DEPARTMENT OF FISHERIES R.C.W. 75 .20 .100 y j R.C.W. 75 .20 . 103 ' `' General Administration Bldg. -.�,� •� ' Olympia, Washington 98504 March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) - PAGE 4 OF I PAGES '10ILAST NAME [CONTACT PHONE(S) ( 1 'CONTROL NUMBER Hanson, Ray I I (206) 828-3600 95-S1600-05 I12lWATE I9IWRIA 17 .MARI RPort Townsend • 28 . Project activities shall not degrade water quality to the detriment of fish life. If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT: Attachment 1 - Figure 2, page 3 of 4 , dated August 23, 1995, and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc. bk (20 :Mar96) c : (with attachment) ZDennis ;Thomaaori i Jefferson County Planning Jeffrde`Stewart, DOE Maria Peeler, DOE Frank Meriwether4 DOH Dave Gufler, Region 6 REV 10/16/88 I • HYDRAULIC PROJECT APPROVAL DEPARTMENT OF FISHERIES R.C.W. 75 . 20 . 100 General Administration Bldg.R.C.W. 75 .20 . 103 +�� Olympia, Washington 98504 [y1 March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGES OF 44 PAGES I10ILAST NAME I18ICONTACT PHONE(S) i1 'CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 112IWATEP9 WRIA ort Townsend 17 .MARI 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for the structure shall be fullyenclosed and contained to prevent the breakup or loss of the floaation material into the water. 18 . Any creosote pilings to be removed shall be disposed of upland such that they do not enter waters of the state. 19 . All new piling shall be steel, as indicated in your plans . There shall be no treated wood piling used for this project . 20 . All treated lumber to be used for the project shall meet or exceed the standards extablished ini "Best Management Practices For the Use of Treated Wood in Aquatic Environments, " developed by the Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall not be adversely impacted due to any project activities (e .g. , barge shall not ground, equipment shall not operate, and other project activities shall not occur in eelgrass and kelp) . 22 . Beach area depressions created during project activities shall be reshaped to preproject beach level upon project completion. 23 . Project activities shall be conducted to minimize siltation of the beach area and bed. 24 . If a fish kill occurs or fish are observed in distress, the project activity shall immediately cease and WDFW Habitat Program shall be notified immediately. 25 . All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state . 26 . Noetroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated with preservatives, trash, waste, or other deleterious materials shall not be burned below the OHWL. Limited burning of untreated wood or similar material may be allowed at or above the mean higher high water line. REV 10/16/88 ! 4 HYDRAULIC PROJECT APPROVAL R.C.W. 5 2 O 1 O O DEPARTMENT OF FISHERIES ` eneral Administration Bldg. 4r . . . . .R.C.W. 75 .20 . 103 Olympia, Washington 98504 March 15, 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE'T OF 41 PAGES I10ILAST NAME I18ICONTACT PHONE(S) I1 CONTROL NUMBER Hanson, Ray (206) 828-3600 95-S1600-05 12IWATEP9 ]WRIA ort Townsend 17 .MARI 28 . Project activities shall not degrade water quality to the detriment of fish life . If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT: Attachment 1 - Figure 2, page 3 of 4 , dated August 23 , 1995, and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc . bk (20 :Mar96) c : (with attachment) Dennis Thomason, Jefferson County Planning Jeffree Stewart, DOE Maria Peeler, DOE Frank Meriwethers DOH Dave Gufler, Region 6 REV 10/16/88 III 410 _ ... 700•+/- - RLLUcATrn FLOAT - -.21p•+ W/ PUBLIC ACr.rns gELUCATrD rLOAT FLOAT/ PROPOSED CONCRETE '�/ PUBLIC Arcrc, x!STMG PILING /(461- (114CAAB pTER GOWN ERI Ar!NG PILING //�_ __.- REAKwATER TO 3'-4' ABOvE nOrTOU BREArcwA1r;R rte ' A ---...}1....................,.........,......_ '�=- S Y Y T ✓ rr, rrri i,r� �rrr (.c.,,4,-,),rr lrrr/r7 rrr 236'x64 6._ + J �• �� 23'6"x64* —� bU' 20'N.- - ' , ?�. 1 23'ti"x64 i'40 •/ ' _ I .40.....\: �4 6) 1i_ 23'6'xbc 44-3 L -L.-G J1V 4'-4: -dV--4-4` - ' >- ii TVP '132'4-/- — 32'+/- 6- -1 �•rr.. 75'+/- �` - I PROPOSED SEWAGE • PRnPnSEp 4' 4"�r- -1 32 L - PUMP--OUT. / -I AUD!TrONS 6' -s r ,r--4' 4' 1 A j 1� 1 ! i i - i : i I \ 14n I 1 : • • I : 1 1 1 An' 0.Jj�.J+ r4�1ra. -- .-- - 44 1 1 1 rii``r4%�44 80' L- ( I1.1' I 1 : • : i i : • 1 1 '_� S : 0 : : I : i i 1 I. 16' `�' 50• -•.EXI;TING So. --110'+/•--J -.130 1-(.- SECl'IONS '103'1 ��14'� ' • i i III ; 7-1 • 40' : : : 1 1 I 4Q •-.x-••a":• Lei -�,..�• - -- !i.►Iiri r r ' M4".111" IIIILJIII411(tlllllll!Illlli 30':e ' 24' _ 43' 1 • -- "7:1R LOCATE (2) SAII noAT FLOATS HERE 84'.2.+/- - '' - - - - 10 HLAO Or 1311-R -—_ r• - - 7. .4:4\ ...4.•••'• - N10 N9 480 . . � J TO HEAD OF NER N fi N7 'it lAbig '� LINE OF M I-1 W. _ N2 N3 N1 l�: _ 1 FIGURE 2_ 2_ S3 44444114.y S4 HWATERFROM' /11111111S6s i CONSTRUCTION COMPANY INC,ssKIRKLAND VA PH 206-828-3600 EELGRASS TRANSECTS PURPosE: X JX -flsi of & EELGRASS BED LOCATIONS `R't-ii` SCALE, 1". 120' PAGE:'3 OF 4 DATE; B-23-95 mirmorme £0 'd 98E8LZ890Z1 '0N RA NOIaLOfNISNO0 INONHN3 WM 10:91 NOW 96-E -Nf l • • /\ . 700'+/- - 210'+/- _ _ _ - - -- \ 108' EXISTING FLOATING - \ P BREAKWATER TO 81' - -25' +/- EXISTING PILING BE RELOCATED -' EXISTING PILING \ BREAKWATER BREAKWATER -, AIIIMIllw LOGS EXISTING FLOATING LOGS EXISTING TOLBETING REMOVED TO BE REMOVED 8'+/- -- -- 150'+/- 150'+/- TO BREAKWATER -- -- ~1 r nP 1 1 41:11 6' `- OUTSID f 7- - _ - ---OUTSIDE 80 _ FLOATS t - -10+r— — 160'+/ I - - E --1 r--26'+/- 1 70' 1111 ` _ - - _ ! 24'-5'-t b.---.. F--? I = ______ .-4'+/- 6' TO BE REMOVED / // FROM 5 SHOREWARD 162'+/ _ 162'+/- i FINGERS EXISTING SAILBOAT FLOATS o .,..„.... . GANGWAY 5' X 60' ' -- APPROX LOC OF TO BE RELOCATED i M.L-L.W. (0.0') 845'+/- TO HEAD OF PIER _ __ __ __ --' ' __ i i i __ EXISTING WALKWAY FLOATS _ _ _ - - TO BE REMOVED i EXISTING PIER _ i i �� N10 - /-- N9 480' N8 TO HEAD I OF PIER-✓ N7 - - - - - - _ N5 N6 _ N4 S Q. LINE OF M.H.W. R � 195 N3 \SI - N2 -- N1 2 Si = FIGURE 1 S3 - S4 I Sb WA E FROM S6 0 S7 CONSTRUCTION COMPANY INC. S9 S8 KIRKLAND, WA PH. 206-828-3600 PURPOSE: EXISTING CONFIGURATION SCALE: 1'= 120' PAGE: t OF 4 DATE: 8-23-95 • • IN THE BOARD OF COUNTY COMMISSIONER. i J i $ , IN AND FOR THE COUNTY OF JEFFERSON11 JUN 5 1996 IN THE MATTER OF an application ) JEFFERSON COUNTY for approval of a shoreine substantial ) PERMIT CENTER development permit #SDP95-0008 for ) FINDINGS, CONCLUSIONS, Ray Hanson to modify the existing ) AND DECISION breakwater and construct additional floats ) at the Old Alcohol Plant Marina ) Board of Commissioners Decision: We have reviewed and considered the referenced application and the staff recommendation to approve the permit. We hereby: Vadopt the findings of the staff and grant approval of the referenced shoreline substantial development permit. reject the substantial development permit request. DATED THIS -it —DAY OF JUNE, 1996 JEFF- ' ON CO' TY A i �A \ OF CyI SSI Sil if 40/ RIC 1 0 E. WO,!hai an ' L 'OBE' 'I TON, Member ..40/ j< y GLEN HUNTIN ., ORD, Member ATTEST: /n_aCe41-7._ _ hal) LORNA L. DELANEY Clerk of the Board Commissioners Meeting Minutes: Week of May 20, 1996 PUBLIC COMMENT: The following issues were discussed: The mapping the County is doing for the Tri Area, and the issue of whether this area should be an UGA, a candidate UGA, or a Rural Center. Request for Appeal of an Administrative Denial of a Long Plat Application: Bob Garten requested that the Board overturn a Planning Department administrative denial of his preliminary long plat. Al Scalf reported that Mr. Garten was not advised that he could appeal that decision until the time frame for submitting the appeal had passed. Commissioner Hinton noted that the appeal process for a Long Plat is not outlined in the Subdivision Ordinance. Commissioner Hinton moved to allow the Community Development Director to set up an appeal hearing for this applicant with the Hearing Examiner. Commissioner Huntingford seconded the motion. He asked if the applicant can take his previous Long Plat application to the Hearing Examiner? Commissioner Hinton answered that the long , i plat application that was being reviewed would be taken to the Hearing Examiner. The Chairman called ,''' for a vote on the motion. The motion carried by a unanimous vote. Findings, Conclusions, and Decision re: Shoreline Substantial Development '1- Permit Permit #SDP95-0008: To Modify Existing Breakwater and Construct Additional Floats: Located at the Old Alcohol Plant Marina, Port Hadlock; Ray Hanson, Applicant: Community Development Director Al Scalf stated that substantial errors in the SEPA and staff report were found on this project and he is asking that the Board remand this back to the Development Review Section for the required work. It will be brought back to the Board for a final decision. The applicant has been advised 1 of this. Commissioner Huntingford moved to send this Shoreline Substantial Development Permit#95-0008 back to the Development Review Division staff for the necessary review. Commissioner Hinton y seconded the motion and commented that he has concerns for some of the conditions imposed on this project. He noted that condition 3 requires dedication of an easement to allow fishing on private piers "in perpetuity" which should be changed to say "the life of the project." He feels requiring this project to allow fishing off of a private pier is transferring a tremendous liability to the project proponent. This is not a new project, there is no imposition on the view corridor and there is no new impact to the shoreline. He also noted that condition 19 requires that the applicant to use steel pilings, but there is no law that requires this. He asked that these conditions be reviewed by Planning Department staff. The Chairman called for a vote on the motion. The motion carried by a unanimous vote. APPROVAL AND ADOPTION OF THE CONSENT AGENDA: Commissioner Hinton moved for approval and adoption of the consent agenda as presented. Commissioner Huntingford seconded the motion which carried by a unanimous vote. 1. PROCLAMATION re: Stand For Children Day; June 1, 1996 2. Letter Welcoming Visitors to the Port Townsend-Jefferson County Rhododen- dron Festival 3. Letter Regarding H•ly Fee Agreement; Professional L 1 Services; William N. Appel, Attorney at Law, Appel & Glueck, P.C. 4. Findings, Conclusions, and Decision re: Shoreline Substantial Development Permit #SDP95-0006; To Construct an Open Wood Frame Picnic Shelter with a Double Fireplace; Located akililes South of Hood Canal Bridges the West Side of the Canal; Bridehaven Mmunity Club, Applicant 5. Final Subdivision Approval, Halsen Short Plat, #SUB94-0047; To Divide a 5 Acre Parcel into 2 Lots; Located at the Intersection of Juanita Road and Highway 101, Brinnon; Gayle Halsen, Applicant 6. Accept Resignation from Member of the Jefferson County Rural Library District Board of Trustees; Edward Markusen Page 2 • • JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION SDP95-0008 EXPANSION OF OLD ALCOHOL PLANT MARINA Ray Hanson, Applicant Steve Zuvela, Waterfront Construction Applicant's Representative A. PROPOSAL DESCRIPTION The proposed project is an application for an expansion to an existing marina facility. The expansion includes modification of the existing breakwater and construction of 68 additional moorage slips. The proposal also includes the relocation of existing floats from the center of the breakwater to the outside of the breakwater, relocation of the small boat floats from the main pier to the inside of the breakwater,construction of additional floats to provided the additional moorage slips. The center of the breakwater will have I-beams driven and concrete panels set to close the center of the wall. Project Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Legal Description: Parcel 901 014 007 Section 1, Township 29, Range 1 West,WM 0° FINDINGS OF FACT CONCLUSIONS �0— B. PROPOSEDi The findings and conclusions regarding this permit application have been proposed by the i eivvii- Jefferson County Development Review Division staff for consideration by the Jefferson County Board of Commissioners. Any of these findings a1 conclusions ,-rejected,-or modified or additional findings and conclusions may be adopted by the Board of Commissioners based on testimony or evidence presented during the course of review. Review by the Shorelines Commission is not required due to the fact that the proposal is a primary use in the Urbarhoreline designation. SITE CONDITIONS 1. The site is located at the southerly end of Port Townsend Bay, waterward of the Old Alcohol Plant, in Port Hadlock,Washington. A vicinity map is included in Exhibit A. 2. There is a low bank on the west edge of the site, along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20 to 30 feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sandcfine gravel out to beyond the bulkhead. A site map has been included in Exhibit A. 3. There is an eelgrass bed which was delineated by Applied Environmental Services (AES) in a report dated July 31, 1995. Two dives were performedtnd twenty trasnsects spaced 40 feet apart of the area were established and recorded. When> elgrass was observed the transect recording distance was reduced to twenty feet. Ellgrass density was measured by count olv plants in a square meter area. " G • • P Two species of eYlgrass were observed and mapped at the subject site. Closest o shore a dense band of Dwarf Eelgrass (Zostrea noltli) was observed, followed by a dense ba d of common eelgrass(Zostrea marina) which was present to the inner marina limits. The grass survey included observation of other sea plant species and marine invertebrates. Marine invertebrates observed included hard shell clams, geoducks and two species of crabs. Marine vertebrate species included a preponderance of flat fish species. The eggrass surveys attached to this staff report as Exhibit B. 064 EXISTING USES 1. The site is currently used as a commercial marina. Long-term and visiting moorage sli s are available. The Marina area is also used by a small boat sailing fleet, and local reside fish off the bulkhead. �� hi, 2. The adjacent shorelands are occupied by the Old Alcohol Plant Rest iirant and Inn, a commercial enterprise. Activity at the Old Alcohol Plant includes a restaurant,bar, and offsite betting facilities. There is on-site parking provided for both the Inn and Restaurant business and the Marina. Northerly of the site, shoreline uses include vacant land zoned for residential uses, and a marine estuary wetland. "Skunk Island" is located northwesterly of the project location. This is a small island which has been identified as being culturally significant to the Tsetsibus Indians. 3. There is access to the site through the Old Alcohol Plant properties. Charles Street connects the Old Alcohol Plant'�}ite to Oak Bay Road. Charles Street is a public road maintained by Jefferson County and Oak Bay Road is a State Highway. OTHER PERMITS REQUIRED 1. Hydraulic Project Approval. Received March 19, 1996 Attached Exhibit C 2. Army Corp of Engineers Section 10 permit#95-1-01600, received March 8. 1996 Exhibit D 3. State of Washington Department of Ecology 4510 Water Quality CertificatesExhibit E NOTICES 1. Notice of application was made by publishing legal notices in the November 1st and 8th, 1995 editions of the Port Townsend-Jefferson County Leader,posting the site, and notifying by mail adjacent property owners. In addition notification of the threshold determination required under SEPA was published February 14, 1996 in the Jefferson County Leader. Additional public notice was provided by the Army Corp of Engineers(ACOE) in November of 1995. (ACOE notice includes publication in local and regional papers, notification of affected agencies and notification of adjacent property owners.) The notice of application is consistent with the requirements of Master Program Section 6.402 Public Notice. STATE ENVIRONMENTAL POLICY ACT REVIEW The proposal has been reviewed in accordance with the Rules of the Washington State Environmental Policy Act(WAC 197-11) by Jefferson County as lead agency. Two letters of comment from members of the public were received by the lead agency on the SEPA checklist or determination. One letter was received from E. Zahn asking the County to "insist that the extension of the Marina is not really wise" and suggesting that perhaps additional boats could be ked on the adjacent uplands. A second letter from the public was received in response to the \Sl oreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 2 • SEPA notice, from Mark& Christine Parsons in support of the proposal to build a solid steel "I- beam" concrete slab breakwater, due to concerns about safety of the boats, in light of the storm damage received in 1990. Agency comments included comments from Department of Ecology (DOE) received December 11, 1995 from Elizabeth Phinney, Environmental Review Department.%DOE suggested that additional permits may be required other than those noted in the SEPA Checklist. (These additional permits have all been applied for and received.).DOE requested additional information on the concrete panel breakwater,and that additional information be made available to the public concerning the existing conditions at the project site. (Additional site information was received by the applicant and made available as part of the public information file on the project.)4In addition,DOE raised a concern about the potential for piecemeal development in the area,and suggested comprehensive review of projects and impacts. (At this time, the Marina Expansion proposal is the only project in the immediate vicinity which is undergoing review by Jefferson County. Previously reviewed projects are in the process of being constructed,but have completed shorelines and environmental review. This project, as modified by the conditions of the Fish&Wildlife Hydraulic Project a proval, combined with previously approved projects in the immediate vicinity does not present a risk of cumulative impacts.)Iyn an additional comment letter, DOE expressed concern about an inconsistency in the number of slips being reviewed with the proposed expansion. The inconsistency in the number of slips proposed was due to modifications to the proposed project resulting from Department of Fish&Wildlife review. The modification to the number of slips proposed is an insignifiganct modification,resulting in similar or lesser environmental impacts and does not require supplemental SEPA review. Jefferson County issued a Determination of Nonsignifigance for the proposal on February 27, 1996. The determination states that the anticipated environmental impacts were adequately addressed in the environmental checklist and that the preparation of an environmental impact statement was not necessary. SITE INSPECTION Inspection of the site was made by a representative of the Jefferson County Development Review Division. C. WRITTEN TESTIMONY Written comments were received from the following agencies and individuals concerning the Shoreline Substantial development Permit. Agency comment received addressing SEPA concerns was addressed in the SEPA process. Copies of the comments are attached.As 6,141 rt7 F. POI" Public Agencies: Jefferson County Fire District No. 1, Comments incorporated by reference, and comment letter Attached as Exhibit E. Individual Letters: (also referenced under SEPA review) E. Zahn 265 Fleet Street Port Ludlow, WA 98365 Mike and Christine Parson P.O. Box 1202 Port Hadlock, WA 98339 Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 3 0 0 11, (Attached as Exhibits t&G) D. APPLICABLE SHORELINE MANAGEMENT PROGRAM POLICIES 1. The Jefferson-Port Townsend Shoreline Management Master Program requires that a shoreline substantial development permit be issued by Jefferson County for development of the proposal. The following sections of the program apply in the review of the proposal: 1.20 Purposes; 4.105 Urban; 4.201 Primary Uses; 4.30 Shorelines of State-wide Significance; 4.40 Classification Table; 5.110 Marinas. 2. Review of the official shoreline designation map indicates that the proposal site is within the urban shoreline designation. 3. Master Program Section 5.110 Marinas Defines Marinas as: .. facilities that provide launching storage, supplies, moorage, and other services for six or more pleasure and commercial water craft. 4 The proposal is consistent with this definition and subject to review under the policies and performance standards contained in Section 5.110 Marinas. The proposal is a Marina, and Marinas are considered as a primary use in the Urban 4. n designation by criteria established in Section 4.40 Classification Table of the Jefferson County Shoreline Management Master Program. T e Shoreline Management Act in RCW 90.58.030 designates Port Townsend Bay and the upland area of the shoreline jurisdiction as a shoreline of state-wide significance. .....---- 6. 6. Master Program Section 4.105 Urban-Definition states that areas designated as a urban are characterized by . . .high intensity land use, including residential, commercial and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available. The proposal is consistent with this sections '�''� 3 r 7. Master Program Section 4.105 Urban Policy 1 requires that development within the Urban designation be for water dependent use and dater enjoyment related use, which provides access to and enjoyment of the shoreline for a substantial number of persons. The State Department of Fish&Wildlife has requested that an existing requirement that an access easement for pedestrian use of Marina Floats and bulkhead be included, to allow additional opportunities for public use and enjoyment of the shoreline in this area. Consistent with the provision of a public access easement this proposal is consistent with this policy 8. Master Program Section 4.105 Urban Policy 2 gives priority to efficient utilization of existing urban areas prior to further expansion into non-urban designated shorelines. This proposal provides additional marina facilities in an area already designated for those services. The proposal is consistent with this policy. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 4 • • 9. Master Program Section 4.105 Urban Policy 3 requires that pedestrian and visual access should be provided to and along the urban waterfront area. Public access to and long the water's edge should be coordinated in a walkway system and linked to adjacent existing or future walkways. This proposal includes dedication of public access to the end of the bulkhead, and is connected to public walkways which are being constructed consistent with previous shoreline approvals of residential housing and expansion of the Old Alcohol Plant Inn. Consistent with the provision of a public access easement this proposal is consistent with this policy 10. Master Program Section 4.105 Urban Policy 4 requires that urban development should provide views to the water,by providing a public pedestrian access easement along the marina floats to the breakwater,public water views are provided. Consistent with the provision of a public access easement this proposal is consistent with this Policy 11. Master Program Section 4.105 Urban Policy 5 requires that development in not effect significant architecture or historic buildings. The proposed marina expansion does not effect significant or historical buildings The proposal is consistent with this policy. 12. Master Program Section 4.105 Urban Policy 6 requires that unique natural features of the urban shoreline are not effected by the proposed developmen,. Configuration of the floats has been modifie to avoid impacts to the lgrass beds, and to reduce existing potential impacts of the current flo configuration on the ellgrass beds. with 3 The proposal is consitent tis oc . 13. Master Program Section 4.105 Urban Policy 7 requires that adequate parking facilities currently exist onsite. The proposal is consistent with this policy 14. Master Program Section 4.105 Urban Policy 9 requires that development within the urban shoreline should be consistent with other adopted plans programs and policies. The proposal is consistent with this policy tcVD 15. Mater Program Section 4.105 Urban, Performance Standards' require that Urban uses be water-dependent or'VKater related, include provisions which enhance the public use and enjoyment of the Urban Waterfront, includ 'public access provisions which are permanent, protect private property, are suitability marked so as to inform the public as to the extent location and availability of access, and are completed and available for public use at the time of occupancy of the development. Additional performance standards, consistent with the above policy are also required, including standards for parking, views, fences etc. The proposal is consistent with all performance standards of Section 4.105 16. The proposed shoreline substantial development permit application is subject to the following review criteria: �-- a. Primary Uses: Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 5 • Primary uses are those whicave been deemed to be preferred within a particular shoreline environmental designation. mary uses are presumed to be generally consistent with the policies and definition of the shoreline designation where it is located. Projects are reviewed for consistency with the goals,polices and performance standards for the shoreline designation and the type of development proposed. The proposal is consistent with th' requirement� b. Shorelines of State-wide Significance -w In RCW 90.58.020 the Shoreline Management Act,the legislature declared that the interest of all of the people of the state shall be paramount in the management of shorelines of statewide significance. Local governments in developing master program policies for shorelines of state- wide significance shall give preference for those uses in the following order of preference which: 1. Recognize and protect the state-wide interest over local interest. 2. Preserve the natural character of the shoreline. 3. Result in long term over short term benefit. 4. Protect the resources and ecology of the shoreline. 5. Increase public access to publicly owned areas of the shorelines. 6. Increase recreational opportunities for the public in the shorelines. 7. Provide for any other element as defined in RCW 90.58.100 deemed appropriate or necessary. The proposal, as modified by the State of Washington Department of Fish and Wildlife, and as conditioned by the provision of a permanent public access easement will increase recreational opportunities on public lands located on a shoreline of state-wide significance while avoiding impacts to shoreline resources and the natural character of the shoreline. The proposal in consistent with the requirements for development on shorelines of state-wide significance. c. Section 5.11.0 Marinas 1. The proposed project is consistent with the definitions of a marina C°^ `"'v`�w �`/�� Se 2. Policy 1,3 &5. and performance standards 1, 2, 3, 4, & 5 concern locational standards for marinas, this proposal is for the expansion and modification of an existing marina. 3. Policy 2 requires that marinas be designed in a manner that will reduce damage to fish and shellfish resources and be aesthetically compatible with the existing area. Department of Fish and Wildlife Hydraulic Project Approval Permit has addressed impacts to fOlgrass Vr �� which is an important element in healthy fish and shellfish environments. 4. Policy 4 requires that operational procedures for fuel handling and storage be :iven s attention. Operation procedures for fuel handling and storage are currently : Old Alcohol Plant Marina and are consistent with those required by the State -partments of Health and Ecology, to preserve clean water and shellfish certifications. 5. Policy 6 require that State Department to Fish and Wildlife guidelines be consulted in planning of Marinas. The State Department of Fish and Wildlife have reviewed and modified the project consistent with State guidelines and issued an Hydraulic Project Approval. 6. Policy 7 requires that state and local health agency guidelines and standards be consulted. The proposal to expand the marina is consistent with state and local health guidelines. 7. Policy 8 suggests that floating breakwaters receive valid consideration as an alternative to conventional breakwaters. The proposed includes an concrete panel breakwater, designed to provided better storm protection and less erosion than conventional breakwaters. 8. Performance standards related to parking reening and landscaping have been meet by the proposed project. Shoreline Substantial Development Permit SD 5-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 6 • 9. Performance standard 11 requires that marinas be equipped with vessel pump-out facilities and on-shore sewage and waste disposal facilities. The proposed project includes these facilities. In addition performance standards 11 requires that pump-out facilities shall be available at no direct charge to the user. 10. Performance standard 12 requires that no more than fifteen (15) percent of the wet slips within a marina shall be covered. Consistent with conditions requiring that pump-out facilities be available at no charge and that no more than 15 percent of he wet slips be covered the proposed project is consistent with the Definition,tolicies and(ierformanceetandards of Section 5.110, Marinas. E. RECOMMENDED CONDITIONS Issuance of a shoreline substantial development permit for the proposed project requires compliance with the Washington State Shoreline Management Act and the applicable purposes, policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program. Jefferson County Development Review Division staff recommend consideration of the following conditions which are intended to ensure compliance with the Shoreline Act and the Master Program: Public Ac d. �V6 2. All requirements and modifications of the Hydraulic Project Approval, issued the State C o:I. • -_• : • - .. ; ' :�''e shall be adhered to. 3. Pump out facilities shall be made available free of charge. 4. No more than 15k percent of all wet slips shall be covered. 5. A( public access easement shall be dedicated. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the Dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the Dedicator,assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims , real or imaginary, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. The easement dedication shall be completed and the easement shall be consistent with the requirements of Section 4.105 Urban Performance Standards 3 a,b, c & d, prior to completion and use of the proposed expansion. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 7 • I F. CONCLUSIONS OF LA The decision to issue or deny an application for a shoreline substantial development permit should be based on the proposal's consistency with the Shoreline Management Act and the Jefferson-Port Townsend Shoreline Management Master Program. If the Board of County Commissioners decides to issue a permit for the proposal, the Development Review Division staff recommends the adoption of the following conclusions: 1. The proposal, as conditioned, is consistent with the purposes and goals of the Shoreline Management Act and the Jefferson-Port Townsend Shoreline Management Master Program. 2. The proposal is consistent with Shoreline Master Program Section 4.105 Urban Designation. 3. The proposal, as conditioned meets the approval criteria for primary uses as set forth in Shoreline Master Program Section 4.201 Primary Uses. 4. The proposal is consistent with Shoreline Master Program Section 4.30 Shorelines of State- wide Significance. 5. The proposal, as conditioned is consistent with Shoreline Master Program Section 5.110 Marinas. 6. The public notices of the application for a shoreline permit and for the public hearing before the Shoreline Management Advisory Commission are consistent with the requirements of Master II Program 6.402 Public Notice. G. STAFF RECOMMENDATION Based on the preceding findings and consions, staff recommends finding that the proposal, as conditioned meets the primary use review criteria and that the Board of County Commissioners approve the issuance of a shoreline substantial development permit for the proposal. Shoreline Substantial Development Permit SDP95-008 Jefferson County Department of Development Review Staff Report May 28, 1996 Page 8 I • • STAFF REPORT ,i DATE: MARCH 27, 1996 TO: BOARD OF COUNTY COMMISSIONERS FROM: DENNIS THOMASON, ASSOCIATE PLANNER RE: SUBSTANTIAL DEVELOPMENT PERMIT REQUEST A. PROPOSAL DESCRIPTION Applicant: Steve Zuvela, Waterfront Construction 75 State Street, Kirkland, WA 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Site Description: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20' to 30' feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to beyond the breakwater Shoreline Designation: The proposed project is Primary Use in an Urban Designation. Additional Permits Required: Army Corps of Engineers Section 10 permit; applied for under Ref. 95-1-01-600. Washington Department of Fisheries Hydraulic Permit; permit number 95-51600-04 issued on March 6, 1996 and expires on March 14, 1998. Environmental Review: A Determination of non-significance was published on February 8, 1996 and finalized or. February 27, 1996. Notices: The application was published in the Port Townsend Leader on November 1 and 8, 1995. The site was posted on November 2, 1995. Special Studies: An eel grass study was conducted by Applied Environmental Services, Inc. and a report published on Nov. 2, 1995. Previous Permitting: The construction of the marina was permitted under Shoreline Substantial Development Permit #30-78, for John R. Hansen, Inc. B. WRITTEN TESTIMONY Public Agencies: Washington Department of Transportation: No Comment Washington Department of Ecology: No Comment Jefferson County Department of Public Works: No Response Jefferson County Department of Health: No Response Jefferson County Fire District No. 1: Comments incorporated by reference Individual Letters: E. Zahn 265 Fleet St. Port Ludlow WA 98365 Mike and Christine Parsons P.O. Box 1202 Port Hadlock, WA Q8":39 Letters incorporated by reference. C. APPLICABLE SHORELINE MANAGEMENT MASTER PROGRAM POLICIES The Jefferson County Shoreline Management Master Program require that a shoreline substantial development permit be issued by Jefferson County for development of the proposal The following sections of the Jefferson County Shoreline Management Master Program apply to the proposal: Urban (4.105) The urban environment is an area of high intensity land use, including residential, commercial, and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available. 2 State of Washington Dept. of IUD No. 1 litIN HANSEN Ecology SEPA Env. Rev. Sec. Po Box 929 PO BOX 65332 PO Box 47703 Port Hadlock Wa 98339 PORT LUDLOW WA 98365 Olympia WA 98504-7703 Tim Rymer, Dept. of Wildlife SEPA Jefferson Transit RAY& JEAN HANSEN Review 1615 Sims Way PO BOX 1369 412 Cedar Park Dr Port Townsend WA 98368 PORT HADLOCK WA 98339 Port Angeles WA 98362 WSD of Fish&Wildlife SEPA Jefferson County Department of CHARLES STEWART 1111Washington St SE Public Works PO BOX 38 PO Box 43135 PORT HADLOCK WA 98339 Olympia WA 98504-3135 WSD of Transportation Jefferson County Department of JOHN& JOY MODISPACHER Olympic Region Planning Public Health - Environmental PO BOX 477 PO Box 47440 Health Section Olympia, WA 98504-7440 PORT HADLOCK WA 98339 State of Washington Department of School District Number 49 STEPHEN STREAKER Natural Resources PO BOX 278 PO BOX 180 411 Tillicum Lane CHIMACUM WA 98325 PORT HADLOCK WA 98339 Forks WA 98331 WSDepartment of Natural Resources Fire District Number 1 JEFFERY JOHNSON SEPA Center PO BOX 57 1906 AURORA AVE NORTH PO Box 47015 CHIMACUM WA 98325 SEATTLE WA 98109 Olympia WA 98504-7015 Port Gamble S'Klallam Tribe Colette Kostelec HP BROWN Peter Bahls Fisheries Office CH2M HILL 367 SLOCUM RD 31974 Little Boston Rd 617 Tyler Street N DARTMOUTH MA 02747 Kingston WA 98346 Port Townsend, WA 98368 Hood Canal Coord. Council City of Port Townsend TIMOTHY WALKER PO Box 126 540 Water Street 17871 QUINTANA LANE Hoodsport Wa 98548 Port Townsend, WA 98368 HUNTINGTON BEACH CA 92647 Olympic Environmental Council Jefferson County Assessor's WILLIAM STANLEY PO ox 1906 Office PO BOX 73 Port Townsend WA 98368 Attention: Jeff Chapman PORT HADLOCK WA 98339 Port Townsend Leader STEVE ZUVELA FRED MARGGRAF JR 226 Adams 75 STATE ST 20 CHIMACUM CREEK DR Port Townsend WA 98368 KIRKLAND WA 98033 PORT HADLOCK WA 98339 r 0 • PETER WALKER BRODERS FAMILY LIMITED 5812 PINON DR HUNTINGTON 4603 OLD GARDINER RD BEACH CA 92649 PORT TOWNSEND WA 98368 JEANETTE WILSON PAULENE NULF 1707 JACKSON PO BOX 305 PORT TOWNSEND WA 98368 PORT HADLOCK WA 98339 HARVEY MINNIHAN JOHN MARSHALL 3659 OAK BAY RD 1009 VISTA WAY PORT HADLOCK WA 98339 EDMONDS WA 98020 BEVERLY BENDER SCOTT & LINDA GRABEL 999 E VALLEY BLVD #78 14617 OLYMPIC ALHAMBRA CA 91801 SPOKANE WA 99216 KENNETH MC MILLEN ROBERT LINGENBRINK PO BOX 365 4590 NEWBERRYHILL RD NW PORT HADLOCK WA 98339 SILVERDALE WA 98383 JODY WOOD JOHN LYNCH 17267 10TH AVE NW 2905 RD 97 SEATTLE WA 98177 PASCO WA 99301 BOB PETERS ANTHONY JANKOVICH 108 SUNSET VIEW DR 34 UPLAND RD LONGVIEW WA 98632 REMMERA AUCKLAND 5 NEW ZEALAND EUGENE PICKENS JANA MACHIN 17040 129TH SE 38 FOUNTAIN RENTON WA 98058 SAN FRANCISCO CA 94114 JACOBSEN LAND PO BOX 162 PORT TOWNSEND WA 98368 FREED MCILROY JR 18140 MARINE VIEW DR SEATTLE WA 98177 APR- 3-96 WED 15:01 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 06 1110 0 • - filli! L 1, a_ .` \ tqr 1 , 1 `. \ si A �. 4,, a....•....... 1'1r r = \ 4.•i-As STAT, ' • Frli e.... Rt,'r� .•p.w �ti Nsaf kilo , T N. 1 a Suis PAL .•r - .,.' t1P7FG. Ms✓ AS,s'.^.t/ �+/ Cnuw AamKinr ` �_ __ M«,A erKR '1. NUE t C Notts Fai M{limp l�,s a ;; _ '1. nu & r F- ..'" t Ill r.r r...r.Sax.F.4 i...i._. JrcC.rh � .r in-ZIT,' �. '--ate k U'li, 4 Ca1i� t 0_2` a i f 14 Port Townsendt' • -�. -• �.o• 1 - _nn..• e ---t-,-'"5 a j x. ti -.-1,:.4 c...:...-. i r,„ ' , riz...),--For;14+.+3..4-[rtu.a.,F.er , 't'' u•.ca `� 1 AAs YS 1 .G, �.. - • 2. V.=' 1`_�' _..^(11 V/ f r". r'M.ttw �t'' J�- \'^ / %if... , �.1 IVs.<- 3.M _. p 111 . i..a./t2.__, A i. : f . c3.:/ o"'iLfl+r soot►aA S I .�J 3 t Z� Ls-� e, °^": [.. 0 3.f :—....4„, . ;- g . .'4 -•I I `, .#tow Fart Tor w 1 ie" s p f -4 , • ,• ••s.t.•e )" 74 21 a ) , • •It t — ‘7—ti--- :.-. -N(..t .,f, -.: -1- a i 1 ,./:......;.,,_ J; ` •4•3.sr to.-sr 11 ..{ nerT i.>Sues F41 , .•Z A\1 ' -4,- :osr. I,. `\.,.-4-v..A*pm—. K44/? '"""1..)'., l..•', gait'Fmk[wall tvt j *15v.2Jtla C..•r•eer.n .auaLL.i `e A 4 ..,&1:4.14 tat %a.3. A4fIna.b.;ii, +.r C.... - _ _ t%.linn 3..c►i i, 4:17;...„._' , ��s� !3.r r '' 'j �.'yAt..j r f•.—�� _ � ree L...y114 a� :. ' T.3 Maris -. T. •'4E..2_,......... O. t t 7 • \ 1. -... rn''-'""A‘ . A .1". 7re 1417.\\C4\7. -'......"; D...l 4 e 't 1µb t , �. -4=::::::: 1'.. . _ • ,z •- site � 1:F r. ia. ; ^.v , R.,,• —s r Dps , �a.a A,srq.n W, / r Latitude: 48° O1. 46" Longitude: 122° 441 33' 95-1-01600 PURPOSE: Expand existing marina IN Port Townsend DATUM: MLLW 0.00 Near: Hadlock ADJACENT PROPERTY OWNERS: COUNTY: .7efferson STATE: WA List available at Corps offices APPLICATION BY; Ray Hansen SHEET 1 OF 6 ' DATE: 11/8/95 APR— 3-96 WED 15:02 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 08 • • • s • REtwcArEO FLOAT • 2,0'+/- ELOGCEO GLOAT w/ Auau ACCESS PROPOSED CONCRETEW�PUBLIC ALCES r°XISST:vc PR:NO PANEL 3REAt7wtTER WN sax,v AIG 1jsc / D�,GuwArER r0 r + wUvc do„cw a wA Eri ' MIN 40' 2313 x64',7^i j 5' i - J / I 1 / 23'6'x64' t� ---- / i 40..., %+' 1 ! 1 1 40' 54 ! 120' GO' 1 23 a"xo4'� i i y i + 2i'6 xfi4' j !' -•.1 6 132'.-1`4— 4 .a,.-4'-4' 5. 14. .� 132'./- — tYP 75'41- PROPOSED PROPOSED SEWAGE PR0P0sE0p 4 4 •,'..•• 3a r PUMP-.OUL A00,i3ONS •''-,,— � -� Ja' r- 11 1 I i . i . : i i i -• 1 I • 1 J f r Jj ...it 1$4.4 • Nol • '7►.`.'.�"��,c�l AO' `---' i ■ e . i • 1 1 1 I t------130'+/---J 8'-4- 1 ,6--r '•�- SO' EXISTING 50. 13p•+/- J -1 ao xr- sEcnoNs j 03.3 r ,.."- '' y'�t (.___•,.... .1.____m_3Q't : ! ! � • .Pd,Slit®� 1 ,MMIT 3-�/ .' MIs • • •f' • • 1 • • FLOATS .�_ � 3 . }: . DERE : OF PIER _% • :• .. :'. -._, t• . : • • --'.T !• N9 - -_ ' -I- , •I �- • • ' _TO HEAD PERS .1• • 1 NS :-:-:1:-:-...1-:-:•:.,-,-,-;-...-:r:-:-:1:-.-. M ;}' i Ng NS (1--'-'4.-.-.-1_-_•••;•.•.-.L• .r• - uNE or M.-*w- �• S' : : -' : : : i = 12 N3 is • 1_ • I Ni _ �� I I 1 2 I S4 S3 C 95-1-01600 ( 1 I = S7 56 Q IN Port Townsend, Near Hadlock 9 S8 5 County: Jefferson State: WA EELGRASS TRANSECTS ApPt TION BY: Ray Hansen & EELGRASS BED LOCATIONS Sheet 3 0£ 6 Revised 12/15I95) SCALE: I'. I20• APR- 3-96 WED 15;03 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 09 • • • .__r w 1NyS 5 REPRESENT t l 7 . �S/ C164 "f(O-TwQQTKPENCfl i' Ni„,, VC rYP Nqgir ow 'C /� Ir OOu9Lf w 4 ER jr ! "N. i L _.... __-_-_.--tea LL.s. C `' •w < I <... .0. ,„,,,____, .. ......., _______, FLC.T Tua At SrrRoroAu 8LOC1 6t PLYw000 CAP 6' FLOAT DETAIL v4C0OSED STEEL PILE OECxINO JX NAIlE7 F : 1/r G lV S;ESL Yivel DECXiNG USED }Iu: ACCP a; • •), a.-4 2Cy D rQ pimaS I-1/2" KTIi 1/2 MOS 5-1/6 x 9_I/2 /161* CLU-uiY "1(4 - �,1,l11 11111111111M1111111111111.1.111111;l► teilir S/Q' CAtY ( _' 5C4D 9lOCX.NC FLOAT TU95 I �f Compoo5.OM j d NJ TKR 2'Xcos 0/C 4l Q 4 UTIL,TY RuN I N�f? OCC[ ill!' WALE 'MILLERS E Q FCA. fLOfanog 4CLEO PIAST�t:' S:l'D fILCCKING 1 1 11 FIAT TUG 4'-4"+j— SECTION ' �R�ti C Ik I �IlEliw S/6 CALV STEEL compRt>S:CN THRQ 4005 PILE HOOP OFTAIL vurYICECXiNC USED 2X6 DECKING ?d8 SWFIS 1=1111. j1 F•t OR Dtu-LA.'S ingh T p(4 �ACw t"VAIIIIIIIIKIAMIMIII- 1L .. 0• _..id? , ga CCTwRR RS w 4OM e 1 a o 4 _.. 4•(( SOLED aLQCXn�, a tF unary Aum 95-1-01600 a 4 e UNOLq OCCc IN Port Town3cnd, Near Hadlock mud FLOTATION aOtOEO PLASM rLt7AT Tub County: Jefferson state: WA 6' +/— SECTION APPLICATION BY: Ray Hansen , Sheet 4 of 6 Revised 12/15/95. NOTE' ALL ha'tOWARE ro s6 aot O'PPEO CALVAJN2S0• STAFF REPORT DATE: MARCH 27, 1996 TO: BOARD OF COUNTY COMMISSIONERS FROM: DENNIS THOMASON, ASSOCIATE PLANNER RE: SUBSTANTIAL DEVELOPMENT PERMIT REQUEST A. PROPOSAL DESCRIPTION Applicant: Steve Zuvela, Waterfront Construction 75 State Street, Kirkland, WA 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Site Description: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20' to 30' feet high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to beyond the breakwater Shoreline Designation: The proposed project is Primary Use in an Urban Designation. Additional Permits Required: Army Corps of Engineers Section 10 permit; applied for under Ref. 95-1-01-600. Washington Department of Fisheries Hydraulic Permit; permit number 95-51600-04 issued on March 6, 1996 and expires on March 14, 1998. Environmental Review: A Determination of non-significance was published on February 8, 1996 and finalized or. February 27, 1996. s • Notices: The application was published in the Port Townsend Leader on November 1 and 8, 1995. The site was posted on November 2, 1995. Special Studies: An eel grass study was conducted by Applied Environmental Services, Inc. and a report published on Nov. 2, 1995. Previous Permitting: The construction of the marina was permitted under Shoreline Substantial Development Permit #30-78, for John R. Hansen, Inc. B. WRITTEN TESTIMONY Public Agencies: Washington Department of Transportation: No Comment Washington Department of Ecology: No Comment Jefferson County Department of Public Works: No Response Jefferson County Department of Health: No Response Jefferson County Fire District No. 1: Comments incorporated by reference Individual Letters: E. Zahn 265 Fleet St. Port Ludlow WA 98365 Mike and Christine Parsons P.O. Box 1202 Port Hadlock, WA 98339 Letters incorporated by reference. C. APPLICABLE SHORELINE MANAGEMENT MASTER PROGRAM POLICIES The Jefferson County Shoreline Management Master Program require that a shoreline substantial development permit be issued by Jefferson County for development of the proposal The following sections of the Jefferson County Shoreline Management Master Program apply to the proposal: Urban (4.105) The urban environment is an area of high intensity land use, including residential, commercial, and industrial development. Urban shorelines should be designated for high intensity use or multi-family residential development. The urban designation may also be applied to areas of lower intensity use where the surrounding land use is urban and urban services are available. 2 Primary (4.201) In general, those categories of uses that are deemed as being preferable with the definition and policy of a particular shoreline designation. Marinas (5.110) Facilities that provide launching, storage, supplies, moorage, and other services for six or more pleasure and commercial water craft. The following policies and performance standards apply to an addition or upgrade of an existing marina. Policies 1. Marinas should be designed in a manner that will reduce damage to fish and shellfish resources and be aesthetically compatible with adjacent areas. Staff Comment: An eel grass study has been required Fish and Wildlife and has been completed. Fish and Wildlife have issued a Hydraulic Project Permit (95-S1600-05) on March 15, 1996. 2. Floating breakwaters should receive valid considerations as a alternative to conventional breakwaters. Staff Comment: The proposal will relocate the existing floats in the center of the breakwater to the outside of the breakwater wall to replace existing floating logs. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Performance Standards 1. Marinas shall be equipped with vessel pump-out and on-shore sewage and waste disposal facilities. Pump-out facilities shall be available at no direct charge to the user. Staff Comment: The proposal includes a sewage pump-out facility as shown on attached Figure 2. 2. No more than fifteen (15) percent of the wet slips within a marina shall be covered. Staff Comment: The percentage of covered wet slips is required under conditions of this report. RECOMMENDATIONS: The Department of Development and Review recommends approval of the shorelines substantial development permit with the following listed conditions. 3 • 110 CONDITIONS Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the following conditions: 1. No more than fifteen (15) percent of the wet slips shall be covered, as per section 5.110(12) of the Jefferson County Shoreline Management Master Program. 2. Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpertuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims, real or imaginary for injury or damages resulting from the use of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. 4 • . .-. 41•141111MMIMMI•4441441441111111•44114441•44 I! i Ul IL r Ur lir liq IP Itiq n 11' 1 1 P' I 1- if, I , ' i 1 r- ). 18 il. .! ;IA ii 4 If fi p " i 8?- - c . it 1:.' I A lf gi I Ig ' IT fl . . m m . . . , 1 ° 11 . 4 "I (Li ‘f fp a it II h ill IA ,--, If 13 Iggil if 1g '11 1 II 4 fli II l II, 1M4 ,l, il: li p l'ZLe- *4 il 4 V 7' P 1 111 . pigQ e ,i`r p 0 d i -1 ; a I i N. g SIA 1 §i2 I 1 1 1 q ni 8 8 2 4 fa i g r at I.; al i e) 1 E 2 1 i —11-1 i ,------- I . 1-"---:—"1 I 4 ei -\.. • qii 1 I -11 g I g util ., on • I Ailline. A 11 1...___ ii I s)P q'• i 11 J. ME 0 31.t '. ) al 4 or \ RAI •.' 1) 1 • 4t• .. v >91. • \--4-___. -.sAtik _. i‘! on•):01.1 tj, ..---' Hi— fi .1 Xi tt . IN. • ..t.'0041 :p Ilm m (TERASHH11/1 AO Aria _Ind, mi''''.;' r ' ;16.1 — .--.1%, .... . 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D (,,;.. ,..., 1 ,„% DESIGNED AcNO DATE RESIDONS BY CK 21 is, DRAIM4_a/K IAD Pro).1 11anagern.nt ifffrC Alexander CANOE COVE cm EngInterIng . K q CHECKED 1010 Sonwoo rave. MCIATES 17,14 . iBeattlisiZsieittan 00101 AT PORT HADLOCK col -„4 ‘ 411j1 & Ventura JEFFERSON COUNTY, WASHINGTON. 1105 Cc inn,sont•10M1Jod.so IMO.•(204)1121-W8.000.71-301 FK. PROJECT IIKNACE11 repe,,,,,drA,etae, , r I OV 3 smt Lef . e 0*prilvOe 1.76 Public Notices • 4,„ NOTICE OF SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION AND PENDING THRESHOLD DETERMINATION CASE NO.SDP95-0008 PROPONENT(S) WATERFRONT ;-"- CONSTRUCTION ‘med NOTICE IS HEREBY GIVEN that 41-41-411-41 has Jefferson County has received an al141 i application for a Shoreline Substantial .`? iative ha, Development permit. PROJECT -41 ilaims Re ior to DESCRIPTION:To modify the existing ha aid )°.0"1-"" v4"' r iarred breakv .ter and construct an addition mu .ute of to thi xisting marina. The existing we, on the floats the canter of the breakwater apt; gh the will be relocated to the outside of the thE ‹)1149r00/11 9(1-4' stated breakwaterwall to replace the existing FIC' 'of the floating logs. The existing marina will re within be expanded by the addition of new wa of first floats to create an additional 68 mo in four mooring slips. The center of the of ling of breakwater wall will have I-beams afti ;Ierk ofNo driven and concrete panels set to close 3xcept the center of the wall. LEGAL wh led in DESCRIPTION: Parcel 901 014 007 thc ).013, in Section 1, Township 29 North, 11. This Range 1 West,WM.The property is gains t as 1 2.4 located at 310 Alcohol Loop Rd in Port ass and nt. Hadlock. The proposal is subject to dect e TICE environmental review and threshold DAT urt: determination under the State TO( Environmental Policy Acct, (SEPA). Octo. Information on the proposal is DATE Octot available from the Jefferson County -, 21ig 91"3 v tR,Gi Permit Center Development Review pars Or Division, (621 Sheridan, Port cio iz Townsend, WA 98368, 379-4463. Enumc, Comments concerning the proposal Philip E i*,-; must be submitted to the Permit Center Attornei by December 8, 1995. 3647 11-8 WSBA, 1-8 1224-Gr JEFFERSON COUNTY SHORELINE SUBSTANTIAL 5DP95-0008 T PERMIT APPLICATION EXPANSION OF OLD ALCOHOL PLANT MARINA Ray Hanson,Applicant Steve Zuvela,Waterfront Construction Applicant's Representative A. APPLICATION SUMMARY Proposal: Applicants have proposed expansion of existing relocated to the marina les areand where there are on of the breakwater. The existing floating breakwater will b cr now floating logs. The existing floating logs will be 1ll be a con ete panel This concrete panel will breakwater placed three (3)to four(4) feet from the bottom of the bay. replace the floating breakwater. Steel I-beams will be accessland to reduce potential for reinforcement. ts will placed outside the breakwater to provide greater publicwill be over eelgrass beds. Sixty-eight(68) additional moorage slips for a total of provided within the harbor. The applicants have agreed to provide a public access corridor feet wide and feet long and record same in a permanent easement, consistent with Jefferson County Shoreline Master Program policy. Enclosed is a site plan depicting existing conditions (Exhibit A) and a site plan depicting the proposed expansion(Exhibit B). Project Location: 310 Alcohol Loop Road,Port Hadlock, WA 98339 Legal Description: Parcel 901 014 007 Section 1, Township 29, Range 1 West, WM Water Body and/or Associated Wetlands: Port Townsend Bay Shoreline of Statewide Significance: Yes Shoreline Designation: Urban Shoreline Use: Primary B. PROPOSED FINDINGS OF FACT The findings and conclusions regarding this permit application have been proposed by the Jefferson County Permit Center Development Review Division staff for consideration by the Jefferson County Board of Commissioners. Any of these findings, conclusions and conditions may be adopted, rejected, or modified or additional findings, conclusions and conditions may be adopted by the Board of Commissioners based on testimony or evidence presented during the course of review. Review by the Shorelines Commission is not required due to the fact that the proposal is a primary use in the Urban shoreline designation. IP 010 1 Ut U W l5 t • . % /1,0 : $3 ' 4.:,:ul, ' ' ' -e- : ° tiut, co-- - 7 A, zi7;4, Ci/i) fi f v ie/' +-2 , G i1-t >v 6'21 /6 . /- v\/S7/.., ,z 4,/1 /,' ' , ,ilV(. I .- rt/ ' %_ /'1 / ' , �Pi �u , A, Crt, ?j4 - 1 ' /-2,--et/IY7,-. 71t', /(4.44-4,) ------ .77 i'''-e. , / __/(j__( ,), e2/ ' ' ' 01 /i4d,/,--'4' • .ir,f 0 1.7 _ WO^ 4 _ ' 1 • .,.. 1-'._ — A , �G c. ,..,,,(A .,-vice,c2,<LA./ ' I A , / / ,.___ ; / , 4 ari r . , -e--t/MA /7?O o ,71e, dt/401) Ay/.. ",11,0 .--4C 1 * s/ (a41-0,;LI 4 . je , \,,,,v i Qlfrf) ( � / Az) .wiz �� , E.,2:70,, / : 47\-,,,) ' j , . i0 ey--Aj7,:e1a .---zr,a / 1:/e) P . ' ' ,m,(47,./et:4-uv ,.../4/ _.(;a _---44)---O __-a/1,4_,tAnt / 1 / 0 ,, V / 47Q JFK PGG/ / 0. , 637-t" /2-0 2- A--6 Z 0 2 •~1-&-6-/ 2j iz� l J 3 , 1 •3 • 4 JEFFERSON COUNTY FIRE PROTECTION DISTRICT NO. 1 9193 Rhody Drive P.O. Box 537 Chimacum, Washington 98325 Phone: 360/732-4533 Fax: 360/732-7088 732-7011 November 9, 1995 Jefferson County Permit Center t r,t ,,5 � Development Review Division 621 Sheridan Street Port Townsend, Washington 98368 Re: Case No. SDP95-0008 Proponent(s): Waterfront Construction After reviewing the documentation sent regarding this proposal, the fire district requests any specific fire suppression plans that may be included as part of the proposal. Thank you for your assistance. Sincerely, ,741te-)01d‘/L'('-' te Dick Shuff Fire Chief RHS:jm Enclosure (1) c:1corresp951JCPC1SDP95-0008.wps 111 /o7,3/79 Following is a notice of application for a shoreline substantial development permit. The proposal site is within your department's/agency's jurisdiction. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division byDecember 8, 1995. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, 621 Sheridan, Port Townsend, WA 98368 379-4463) . Comments concerning this application must be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. • • _. ,. 700'+/- - RLLUCATrn FLOAT 210'+1— ELncnTr� rLOAT Wrud Ic ncrrss) w PUBLIC Accrc- / PlrnPpSEO CONCRETE CXISTING PILING PANEL VEAKWATER 00WN ExisrrNC, PILING _. RREAKwATER To 3-4' ABOvE onttOM $REAKwntrrr $ MIN 1 } 23'b`x6a % 1 6' 0 v / 2J'6"xb4' bU' 2U'�40._, 54' i % •,.40, 0 54' ?0' 6D' I 23'e_xsa' i -' 1 23'6"xba'i {� 4.4.._f I �•V + -Its 4'-4" — - �';1�4-4 _f d 6•. _..J 4.4�:i TYP 132'+/--- 1 132'+/— PIT' 75'+/- PROPOSED SEWAGE ,;:c. � 32' PUMP-OUT. . ( /tv i I an' ' G 0 • •• I j • An' 4,4141,- 411. ar1�I�� -. - ---+...-4-4 0.i L 0 0 ., -34. r ....� 50' .,EXISTING V• --110'+/•--- �30' r sun. 103'1 . ... 41Uy' 0 ■ ■ 6 1 f 411O _,Y...r•' —l ig i ..__—1 ' �w i • ..-- 1 ♦ 4' '�7 24' a li;'1 HPI11',„„,„,liif1 43• ... . . . . . . . . . . . . .. I p2• •,• ....•...•.•.".•... ...„....„,„:., .__.....„ -, _ e o- .` LOCATE (2) r _• ; FLOATS• � HfI4C U HLAD "` : ; - • ":I-•-•-•.•.•.•.•.•.•:' • • N10 - - ,----•.'•••••••••••••.•-•.'• .TO HEAD OF NE 't • • - . • Nei N9 N7 5 N6 4 s��; R ik5I95 LINE OF M.H.W. VII - N2 N3 • . .• :�v N 1 FIGURE 2 S3 ....r r WATERFRONT S/ 6 ° CONSTRUCTION COMPANY INC. S9 Sa KIRKLAND, VA PH. 206-828-309 EELGRASS TRANSECTS PURPOSE: Ex[ 15i an & EELGRASS BED LOCATIONS A RSA. SCALE. 1"- 120' PAGE: OF 4 DATE: 8-23-95 £0 'd 99£9LZ990ZI '0N X1JA NOI10f31SN00 1NONA31WM i0:9I NOW 96-E -Nnr APR- 3-96 WED 14:57 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 01 it • i C'. 9 - 1I tS? I M 8 -0- _ t) it ,�- � r cna , e O .4. I ‘, . ,1 , . VI .. § c4 44 oir t:11 I c -,,,i .. uw i 8 .r § d 0 CZ caH 3 a ci � n,c -o �' aa, __3VI CI N 1 ,40 c4/ Ns h— E-+ Z Q wa t W N V? e-7 tq : `— 1-7 th . Q U as 10 ..-- >. C Z t) r4 Z 0 ..� H 4 O ' C . zap 43 = lL Z w 0 �' 0 W V 0 +zs cv `r] c.) • a �° io..• = aI 0 ' aP4w� O +Cs w ¢ cn r .g o -1-4> Int 5 I,1 titif .‘sk ,.. 0 $ , v) >, ‘44 Z 0 41 •.0 •a. cli a �. ,� o Io ... • Q0E g 0 art Z til cn ji a .4 L1 OR 47 GO b A t 1, . b V N 1 S 14011, '5 0 IQ HYK- 3-Tb Will 14:bb WH1U l-RUM UUNS!RUU! lUN hHX NU. 1"LUbti'LIti tib F. U? • • °� DEPARTMENT OF THE ARMY 4 `�-; �" SEATTLE DISTRICT. CORPS OF ENGINEERS ,a P.O. BOX 3755 SEATTLE WASHINGTON 08124-2253 .....), ., :=;.°0r, ^�R" or MAR . yx 1996 Regulatory Branch Mr. John R. Hansen Post Office Box 1369 Port ?Iadlock, Washington 98339 Reference: 95-1-01600 Hansen, John R. Dear Mr. Hansen: Enclosed is a Department of the Army permit which authorizes performance of the work described in your referenced application. You are cautioned that any Change in the location or plans of the work will require submittal bf a revised plan to this office for approval prior to accomplishment. Deviation from approved plans may result in imposition of criminal or civil penalties. Your attention is drawn to General Condition 1 of the permit which specifies the expiration date fila cumpletion of the work. You are requested to notify this office of the date the work is completed. Sincerely, 7i4-inoa--: Thomas F. Mueller Chief, Regulatory Branch Enclosure NPS FL 1145-7 APR 91 (Rev) APR- 3-56 WED 14:58 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 03 S DEPARTMENT OF THE ARMY PERMIT Permittee: Joh“ R. Hansen Mr. John R. Hansen Post. Office Box r.jby Permit No: 95-1-01600 Port Hadlock, Washington 45339 Issuing Office: Seattle District Note: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Drive piling, install floats, add approximately 62 new slips to expand the existing marina, and install a sewage pump-out station in Port Townsend in accordance with the plans and drawings attached hereto which are incorporated in and made a part of this permit. Project Location: At the Old Alcohol Plant Marina, 310 Alcohol Loop Road, in sec. 1, T. 29N. , R . 1W. , near Wedlock, Jefferson County, Wa4hinyton. Permit Conditions: General Conditions: MAR 1. The time limit for completing the work authorized ends on - 8 t If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least 1 month before the above date is reached. 2_ You must maintain the activity authorized by this permit in good condition and in accordance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer. Lc.) a third party in compliance with General CuiuliLion 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification to this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordinatign required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. S. If a conditioned Water Quality Certification and/or Coastal Zone Management consistency concurrence are issued for your project, you must comply with the conditions specified in the certification and/or consistency determination as special conditions to this permit. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. 7, After a detailed and careful review of all of the conditions contained in this permit, the permittee acknowledges that, although said conditions were required by the Corps, nonetheless tht permir.ree agreed to thooe conditions voluntarily to WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 04 APR- 3-96 WED 14:59 • • :john R. Hansen facilitate issuance of the permit, the permittee will comply fully with all the terms of all the permit conditions. Cpeei4l C ..til�lutiu: You must provide a copy of the permit transmittal letter, the permit form, and drawings to all contractors performing any of the authorized work. Further Information: 1. Congressional Authorities. You have been authorized to undertake the activity described above pursuant to: (X) Section 10 of the Rivers and Harbor Act of 1899 (33 U.S.C. 403) . ( ) Section 404 of the Clean Water Act (33 U.S.C. 1344) . ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.0 1413) . 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorization required by law. b. This permit does nnt grant any property righto or e, cluoivc rlivllcyc3. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize inteiterence with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by ar on bchalf of the united States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data. The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the informerion you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require include, but nrP not limitod to, the a. You fail to comply with the terms and conditions of the permit. 2 APR- 3-96 WED 15:00 WATERFRONT CONSTRUCTION FAX NO. 12068278386 P. 05 III 111 John R_ Hansen b. The information provided by you in support of your application proves to have been false, incomplete, or inaccurate (See 4 above) . c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of you permit and for the initiation of Legal action where appropriate. You will be required to pay fnr any eurrcctive measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as these specified in ii CFR 209.170) aeeomplieh the corrective measures by contract or otherwise and bill you for the cost. 6. Exteasions. General condition ], establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. I L ' . Jo ,4,- HANSEN (DA ) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. ) MI. 9 )40NALD T. WYNN (DATE) Colonel, Corps of engineers District Engineer When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will COntinuP ro he binding on the new vwner(s) of the property. To validate the transfer of this permit and the asPpciated 1i.bilitiea associated with c omeliditice with its Germs and -conditions, have the transferee sign and date below. — (TRANSFEREE) (DATE) 3 MAR-14-1996 13:07 MADRONA PLANNING 360 379 0131 P.02 • Easement Language for Dennis i Consistent with previous Shoreline Permits issued by Jefferson County and Hydraulic Project Approvals, and the requirements of the Shoreline Management Act for projects to provide public access when ever feasible, the applicant shall be required to provide a public access easement, from the nearest public street along the length of the main dock to the floats at the north-easterly limits of the marina docks. The purpose of the easement is to allow public access, consistent with the goals of the Shoreline Management Act, for the purpose of recreation, specifically fishing, from the floats. The dedication shall clearly state the name of the parties dedicating the easement, that the easement is dedicated to the public in perpetuity, solely for recreational purposes, specifically fishing. The dedication may limit access along the dock to pedestrians, and may include provisions which allow the dedicator, heirs and assigns to close the dedicated areas between the hours of dusk and 8 a.m. each day and when required by weather conditions for the public health and safety. The dedication shall require the dedicator, assigns and heirs to maintain the easement in perpetuity in manner which shall hold harmless Jefferson County, from any claims , real or imaginary, asserted by any person for injury or damages resulting from improper maintenance of the dedicated area. The easement dedication shall be reviewed by Jefferson County Department of Development Review and recorded with the Jefferson County Auditors office prior to final approval of the Shoreline Permit. TOTAL P.02 4 f HYDRAULIC PROJEC IFN MAR - 7 APPROVAL ` . ,,o�' R.C.W. 7 5 . 20 . 10 JE f En DEPARTMENT OF FISHERIES R.C.W. 75 .20 . 10VC3pERmi; General Administration Bldg. 174 March 6, 1996 --- Olympia, Washington 98504 DEPARTMENT OF FISHERIES (206) 753-6650 (applicant should refer to this date in all correspondence) PAGE 1 OF '4 PAGES 1101LAST NAME FIRST 1181CONTACT PHONE(S) Hanson, Ray (206) 828-3600 11 ICONTROL N 1191 STREET OR RURAL ROUTE 95UMBER-51600-04 1 c/o Steve Zuvella, Waterfront Const, 75 State St17I 181 I9I17.MARI CITY STATE ZIP Kirkland WA ,. 033-98 141 1171 [ATER TRIBUTARY TO ' Port Townsend1111 TYPE OF PROJECT Puget Sound [ QUARTER SECTION Marina and TOWNSHIP RANGE(E-W) C° NTY SECTION 01 29N 01W Jerson Breakwater Expansion TIME LIMITATIONS: I15 1'TTHIS PROJECT MAY BEGIN ( v`AND MUST BE COMPLETED BY Immediately March 14 , 1998 THIS APPROVAL IS TO BE AVAILABLE ON ''HE JOB SI L TIMES AND ITS PROVIS,„ IONS LLOWED BY THE PERMITTEE AND OPERATOR PERFORMING 1 THE WORK. ,t J.1 . 1: 'IIV 1 i 11111111k NOTE : The Washingto Departme t of F' sh and Wildlife (WDFW) has reviewed your plank app-aring; in Corps of Engineers Public Notice 95-1-01,.00, r_�eive0 of Sept-tuber 14, 1995, revised plans dated Decembe 15, 1°95, a • Dete mination of NonSignificance from Jefferso Coun y on Februa y 14 , 1996 . WDFW discorage the use of pilings, lumber, and other materials treated wit'l creosote a, d otter wood preservatives and recommends instead the se .f steel, concrete, or recycled plastic. 1 . This project is a.p .ovedas illustrated in your application, subject to the following • o is`ions . 2 . The permittee or contractor shall notify the Area Habitat Biologist listed below byFAX, (360) 902-2946, or mail at least seven working days prior to he start of construction activities . 3 . Work below the ordinary high water line (OHWL) shall not occur from March 15 juvenile salmonidsJune 4 of any year for the protection of migrating 4 . All manmade debris on the beach shall be removed and disposed of upland such that it does not enter waters of the state . 5 . The floats and associated moorings shall be designed and located to avoid shading of eelgrass (Zostera spp) . SEPA: DNS, Jefferson County, Final - February 28, 1996 REGIONAL HABITAT MANAGER - John Boettner (360) 895-4757 PATROL - Gerlach 120 [P2] APPLICANT - WILDLIFE - READER - PATROL - HAB. MGR. - WRIA DEPARTMENT OF FISHERIES Rt :47u446_ 7UA4044 445,%. DIRECTOR • 0 HYDRAULIC PROJECT N � APPROVAL DEPARTMENT OF FISHERIES �- R.C.W. 7 5 . 2 0 . 10 0 General Administration Bldg. *trampa R.C.W. 7 5 .2 0 . 10 3 Olympia, Washington 98504 4 March 6 , 1996 (206) 753-6650 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE11.OF 4i PAGES l 181CONTACT' PHONE(S) 1 'CONTROL NUMBER 10 LAST NAME (206) 828-3600 95-S1600-04 Hanson, Ray Iq 'WRIA I12 1 WATE 17 .MAR' Port Townsend 6 . The float centerline shall boe shedldud rinbmiheeding e connstruction phase using theprod in the uvella from Waterfront Construction, dated December 8 , 1995 . 7 . This approval is for expansion that shall result in the breakwater, float, and slipconfiguration illustrated in Fiuree 2 . age3 of 4 , dated August 23 , 1995, and stamped "Revised: 12/15/95 ,' ent 1) from Waterfront Construction Company, Inc . 8 . The breakwater, including existing log piles and floats, and the new concrete panel section shall be no more than 700 feet long. 9 . The concrete panels on the new portion of the breakwater shall not beed closerlfian 3 feet from the bottom to allow for passage of fishand 1) , a 10 . As indicated in the "Revised: 12/15/95 , " plans (Attachmentnic walkway shallAArovprovided the originalkpermitsfloats this project, pubhing. P public access heomarinafishing from these floats shall be maintained for the life of t 11 . The ding atheneRevised: 12/15/95, " plans floats shall be the e (Attachmensions ntc1) . Under accordingonfigured ito no circhantallustrated inthe thesefloats plansconfigured in an alignment other t 12 . Two sailboat floats shall be located oc tediasr illustrandated d in Attachment 1 . The existing floats along P removed. 13 . Any old floats, creosote treated logs and other manmadeadeebrise shall ne ural fe turestof bthecbanklinenshhallmbelmaintapined. natural featur 14 . The sewage pumpout shall beinstlled dlinbthe enlolocation alled aindicatedbin for uset r, o. The sewage pumpout for use prior to completion ot the marina expansion project . 15 . Floats, rafts, and associated anchoring systems shall be designed and deployed so that the bed is not damaged. 16 . At no time shall floats or pilings be stored below the OHWL. 17 . Floatation for treakustructure losshoflthe floatatlonomatteinto be rialclthe to prevent the b P or water. REV 10/16/88 . III 410 HYDRAULIC PROJECT APPROVAL - DEPARTMENT OF FISHERIES * R.C.W. 75 . 20 . 100 General Administration Bldg. p"'� R.C.W. 75 .20 . 103 Olympia, Washington 98504 �•', March 6 , 1996 (206) 753-6650 4 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) PAGE SOF A PAGES CONTACT PHONES) CONTROL NUMBER 10ILAST NAME 1181 (206) 828-3600 1 95-S1600-04 II Hanson, Ray q �WRIA 12 WATER_ Townsend 17 .MARI 18 . Any creosote pilingsetor wbeeremsovedhsshall be ddisposed of upland such that they 19 . All new piling shall be steeas indicatediinpyojrcplans . There shall be no treated wood piling 20 . All treated ubibe ua for hshall exceed the standsextablshedin "BestManagementPractices For the Use of Treated Wood in Aquatic Environments, " developed by the Wastern Wood Preservers Institute, dated January 1995 . 21 . Eelgrass and kelp shall notshaben adverselyound, imeqpacted dnduehtolanytproject activities (e .g. , operate, and other project activities shall not occur in eelgrass and kelp) . 22 . Beach area created vlorect ctivities be reshapedo .prproect beachlevel upnprojectcompletion. 23 . Project and activitieseshall be conducted to minimize siltation of the beach area 24 . Ic a ityhshall ifish mmediatelyceaseeandsWDFWdin HabittattProgramhe ashlljbet activ y notified immediately. 25 . All debrisretheebeach areamaterial and beduandnpreventedfrom nfromcenteringshall be remomovedd from waters of the state. 26 . Noetroleum products or other deleterious materials shall enter surface waters . 27 . Wood treated with preservatives, trash, waste, or other deleterious materials rdd woodlorosimilarburned ebrialwmaythe beHallowedLimited orburning the untreated mean higher high water line . 28 . Protect activities shall not degrade water quality to the detriment of fish life . REV 10/16/88 411 I HYDRAULIC PROJECT ..� APPROVAL "" DEPARTMENT OF FISHERIES • �truiroolo�y R.C.W. 75 . 20 . 100 R.C.W. 75 . 20 . 103 General Administration Bldg. Fil March 6, 1996 Olympia, Washington 98504 DEPARTMENT OF FISHERIES (206) 753 6650 (applicant should refer to this date in all correspondence) PAGE44 OF 44 PAGES I101LAST NAME I18ICONTACT PHONE(S) Hanson, Ray (206) 828-3600 �1 ICONTROL N5MBER 95-51600-04 I12IWATE I9 IWRIA Port Townsend 17 .MARI If you have any questions or need additional information, please contact John Boettner, Area Habitat Biologist, at (360) 895-4757 . LOCATION: Port Hadlock, Alcohol Plant Marina. ATTACHMENT: Attachment 1 - Figure 2, page 3 of 4, dated August 23 , 1995, and stamped "Revised: 12/15/95" (Attachment 1) from Waterfront Construction Company, Inc . bk (20 :Mar96) c : (with attachment) Dennis Thomason, Jefferson County Planning Jeffree Stewart, DOE Maria Peeler, DOE Frank Meriwether DOH Dave Gufler, Region 6 REV 10/16/88 -,� T Nt�EN �'t j A • . - - 160 700•+/- 210'+/- RELOCATED FLOAT RELOCATED FLOAT W/ PUBLIC ACCES W/ PUBLIC ACCESS PROPOSED CONCRETE EXISTING PILING EXISTING PILING PANEL BREAKWATER DOWN BREAKWATER 8• MIN BREAKWATER (/ TO 3'-4' ABOVE BOTTOM / g . d d • ` d d d / TI r 23'6"X64' 23'6"X64' , 1 6' 54 20'r�����— 60' 60' 20'i a0' Sa 4.0...1J . 2..__. L- 23'6 J 1 lr q•-4' J�q'-4- -•� 6' I a.a- 132'+/- TYP 75TYP '+/- PROPOSED SEWAGE PUMP-OUT. 4'-4" z2. r - 32' r TI _6. PROPOSED ADDITIONS 6 1 •4 I • 1 • B • I i i •• a • • I i 1 , 1 4flirb 0' _ imil11 I 1 1 1 t t t t r •iiI,ii��ii/4 1 80 80' i � �Jt.Ji�, , r r r Iia' 1 6' t t t ■ a t t 1 t • 1 ! i �% .J / • i 8'-4" �_ 16,1-1—:-r L--130'+/- •I EXISTING 50 130'+ • 50' SECTIONS 1p3•±--T • • • i i i i i i i • I I 3� (—R 24' •• • t t ■ t t t i : 1 1 �� a0' . .•. .-. ,___isarss.r.-1.--4s--..--r---.1 — — — — timmlirms 1111 .'. . • SAILBOAT ,• 1, _ :j: FLOATS .i a• •i' . _ tl HERE y.' iI Ij - I- _ •• -, - I 70 HEAD I I m• OF PIER I is =IN I I ,. mi \ .-. . . • • • I - I I N10 I [- :1-:-:- . N9 • - \ N8 70 HEAD Of PIER I N7 N5 N6 }, , : . . . _ N4 ,•I-,-,•.�. - �' � LINE OF M.H.W. s. I N3 •I � N1 Is si r FIGURE 2 WATERFRONT° CONSTRUCTION COMPANYINC. IIIMPS8 IT7KIRKLAND, WA PN, 206-828-36IN00 S9 EELGRASS TRANSECTS PURPOSE: Sc EELGRASS BED LOCATIONS SCALE: 1"= 120' PAGE:1, OF 1 DATE: 8-23-95 a:CI Y..�LC L 1889 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O. Box 47600 • Olympia, Washington 98504-7600 (360) 407-6000 • TDD Only (Hearing Impaired) (360) 407-6006 i1 �f1 February27, 1996 Q Q U I, FEB 2 9 . Li) Mr. Dennis Thomason JEFFERSON COUNTY Jefferson County Permit Center PERMIT CENTER 621 Sheridan Street Port Townsend WA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment on the determination of nonsignificance for the modification of the existing breakwater and the construction of an addition to the marina, which includes the relocation of the existing floats to the outside of the breakwater wall to replace the floating logs, and the addition of new floats to create an additional 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson (SDP95-0008) . We reviewed the environmental checklist and have the following comments. There is a discrepancy between the SEPA project description (68 slips) and the USCOE public notice (62 new slips) . Please clarify the change, and whether a new public notice has been requested from the U.S. Army Corps of Engineers. If you have any questions, please call Ms. Maria Peeler with our Permit Coordination Unit at (360) 407-6917 . Sincerely, / Elizabeth J. Phinney Environmental Review EJP: 96-0912 cc: Maria Peeler, CP 02/27/96 12:29 DEPT. OF ECOLOGY 001 4 III ': STATE OF WASHINGTON Utl'AKI MtN I Ur kGUE.UUY P.O. Box 47600 • Olympia, Washington 90504.7600 (360) 407-6000 • TOO Only(Nearing Impaired) (360) 407-6006 February 27, 1996 . Mr. Dennis Thomason Jefferson County Permit Center 621 Sheridan Street Port Townsend WA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment on the determination of nonsignificance for the modification of the existing breakwater and the construction of an addition to the marina, which includes the relocation of the existing floats to the outside of the breakwater wall to replace the floating logs, and the addition of new floats to create an additional 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson (SDPS5-0008) . We reviewed the environmental checklist and have the following comments. There is a discrepancy between the SEPA project description (68 slips) and the USCOE public notice (62 new slips) . Please clarify the change, and whether a new public notice has been requested from the U.S. Army Corps of Engineers. If you have any questions, please call Ms. Maria. Peeler with our Permit Coordination Unit at (360) 407-6917. Sincerely, „,,,,.. .,,„,d9 , ./ . , , • Elizabeth x. Phinney Environmental Review . EJP: 96-0912 cc: Maria Peeler, CP , 0 I • ff1 % , JEFFERSON COUNTY PERMIT CENTER Z01111Ko621 Sheridan Street, Port Townsend, WA 98368 4`�' tINCsf MEMORANDUM TO: Al Scalf, SEPA Responsible Official FROM: Dennis Thomason, Associate Planner DATE: February 26, 1996 SUBJECT: Determination of Non-Significance; Substantial Shoreline Development Permit application, SDP95-0008 . Applicant: Steve Zuvela/Waterfront Construction 75 State Street, Kirkland Washington, 98033 Proposal : The proposal is to modify the existing breakwater and construct an addition to the existing marina. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 The Department has provided the referenced threshold determination to the Department of Ecology, Agencies with jurisdiction, affected tribes, local agencies and has notified the public as required by the State Environmental Policy Act Rules per WAC 197-11-340 and 197-11-510 . Since publishing the DNS the permit center has received no letters from the public in opposition to the proposal . The comment period ended February 25, 1996. S TAFF RE COMMENDAT ION Retain the Preliminary Determination of Non-Significance issued February 8, 1996 Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits&Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 III 410 SDP95-0008 PAGE 2 Final Determination of the Responsible Official : I have reviewed and considered the comments received regarding the referenced threshold determination. It is my determination to: 1etain the referenced threshold determination. Modify the referenced threshold determination. Wit draw the referenced threshold determination and make a Determ'/ .�•n and make a Determination of Significance. , , , / zl7)9, Al S alf, Resp+n-ible SEPA official Da e 0 I Following is a notice of Determination of Non-significance. The proposal site is within your department's /agency's jurisdiction . If you have any questions or wish to comment on proposal, please write or telephone the Jefferson County Permit Center, Development Review Division by February 28, 1996. NOTICE OF DETERMINATION OF NON-SIGNIFICANCE ` AND LEAD AGENCY STATUS FEB i r- CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION JEFFERSON COUNiY PERMIT CENTER NOTICE IS HEREBY GIVEN that Jefferson County has issued a determination of non-significance (DNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment. This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center, 621 Sheridan, Port Townsend, WA. , 98368, (360) 379-4463 . Comments must be submitted to the Permit Center no later than 5:00 P.M. on February 28 .., of the comment period falls on a weekend o holiday, then the comment perio. . e extended to the first working Jatepaee kisig or holiday. e Department of Transportation OLYMPIC REGION DEVELOPMENT A NO commENT , n J By: Date: c- • • ., SON `,°O tie4r `i JEFFERSON COUNTY PERMIT CENTER Port Townsend, ��o$ 621 Sheridan Street, WA 98368 `"s INC MEMORANDUM To: Al Scalf, Community Development Director/SEPA Responsible Official From: Dennis Thomason, Associate Planner Date: February 8, 1996 Re: Request for Threshold Determination under the Rules of the State Environmental Policy Act (WAC 197-11) A. PROPOSAL DESCRIPTION Applicant: Steve Zuvela/Waterfront Construction 75 State Street Kirkland, WA 98033 Authorized Representative: Steve Zuvela/Waterfront Construction 75 State Street Kirkland, WA 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 Site Description: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises gradually to the east to form a bluff at the edge of the waterline 20 ' to 30 ' high. The beach has a gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to beyond the breakwater. Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits &Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 4111 411 B. DEVELOPMENT REVIEW DIVISION ENVIRONMENTAL ASSESSMENT This section is intended to supplement the applicant's environmental checklist with information from Planning Department sources and comments and to analyze the proposal in order to identify potential environmental impacts. Information available in the environmental checklist is not repeated in this document unless it is necessary to do so as part of staff ' s analysis. Review of zoning conditional use requirements will be addressed in the application staff report. * EARTH The proposed project is on the south end of Port Townsend Bay. Staff Recommendation: Based on the preceding analysis, staff concludes that additional analysis of the proposal and its effects related to Earth is not necessary. * AIR Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Air is not necessary. * WATER Staff Recommendation: Groundwater will not be withdrawn to serve the site. Staff recommendation: No further staff analysis is required. * ANIMALS Staff recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Plants is not necessary. * PLANTS A critical area review has been conducted and eel grass beds have been identified. Staff recommendation: An eel grass bed survey has been required by the Department of Fish and Game. The study has been completed and any required mitigation will be addressed on the required Department of Fish and Game hydraulic approval permit. 4 * ENERGY AND NATURAL RESOURCES Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects Energy and Natural Resources is not necessary. * ENVIRONMENTAL HEALTH There will be a 1, 000 to 2 , 000 gallon holding tank set upland from the pier. A pump out facility will be installed on the pier for boats to emptyholding tanks, Sewage will be pumped to the holding tank and removed by truck for offsite disposal. Staff recommendation: The existing on-site disposal system was reviewed and approved by the Washington State Department of Social and Health Services. * NOISE Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Noise is not necessary. * LAND AND SHORELINE USE The site is located in Port Townsend Bay and will require a shoreline substantial development permit from Jefferson County and a hydraulic permit from the Department of Fish and Wildlife. The project is a primary use in an urban designated shoreline. Application has been made for a substantial development permit. The applicant has applied for a section 10 permit through the US Army Corps of Engineers, reference number 95-1-01600. Staff recommendation: Additional analysis of the proposal and its effects to shorelines and compliance with the shoreline management program will be addressed in the staff report to the Shoreline Advisory Commission. * HOUSING Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Housing is not necessary. * AESTHETICS Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Aesthetics is not necessary. 410 * LIGHT AND GLARE Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Light and Glare is not necessary. * RECREATION The purpose of the site is to provide a boat slips for recreational boaters and increase protection for the marina. Staff Recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Compliance with the shoreline master program will be addressed in the staff report to the Shoreline Advisory Commission. Additional analysis of the proposal and its effects related to Recreation is not necessary. * HISTORIC AND CULTURAL PRESERVATION There are no known archeological sites on the property according to the map prepared by the State Office of Archeology and Historic Preservation. Staff recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. Additional analysis of the proposal and its effects related to Historic and Cultural Preservation is not necessary. * TRANSPORTATION The marina currently has upland parking available for boaters. Staff recommendation: Additional analysis of the proposal and its effects related to transportation is not necessary. * PUBLIC SERVICES The proposal site will require no public services. Staff recommendation: No significant adverse environmental impacts have been identified. No mitigation measures are recommended. B. COMMENTS ON THE NOTICE OF PENDING THRESHOLD DETERMINATION The Development Review Division has received the following written comments from the public in response to its Notice of Pending Threshold Determination regarding the referenced proposal. Copies of Public Agency comments are attached to this determination. r • • C. PLANNING DEPARTMENT STAFF RECOMMENDATION Planning staff has reviewed the referenced proposal, the environmental checklist and other available material. Based on the preceding analysis, Staff recommends finding that the no significant environmental impacts are likely to occur. Staff therefore recommends issuing a Determination of Non significance for the proposal. D. Determination of the Responsible Official: I have reviewed and considered the referenced proposal, the environmental checklist and other available material, and the Planning Department's staff memo and recommendation. I hereby : issue ssue a Determination of Non-significance. issue a Determination of Mitigated Non-significance. issue a Determination of Significance. determine that I do not have sufficient information upon which to make a threshold determination and direct Planning Department staff to obtain additional information on the proposal. , 110h*k q / C/C/ Al Sc. lf, SEPA esponsible official Date C:wpfiles\ALCOHOL.MAR • ��$STATE Off, • Ot. '?:4' 1889 y STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P.O.Box 47600 • Olympia, Washington 98504-7600 • (206)407-6000 • TDD Only(Hearing Impaired)(206)407-6006 December 6, 1995 Mr. Dennis Thomason Jefferson County Permit Center F I Ir ,-- 621 Sheridan Street Port Townsend WA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment during the prethreshold consultation for the modification of a breakwater, the construction of an addition to the marina, the relocation of floats to the outside of the breakwater wall to replace the floating logs, and the expansion of the marina to create 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson. We reviewed the environmental checklist and have the following comments. 1. A Federal 404 and/or a Section 10 permit may be needed. 2 . A State 401 Water Quality Certification and/or a Coastal Zone Management (CZM) consistency determination may be needed. 3 . A Water Quality Modification may be required. 4 . The proposed "concrete panel" breakwater must be better characterized to determine all applicable permits. 5. We recommend that additional information be provided for public review and comment prior to issuing any permits or approvals for this project. The site plan we reviewed did not include the ordinary high water mark as it relates to the various activities proposed. Site plans are most helpful when they include some indication of existing vegetation and topography, as well as how these would be changed during construction. Cross sections which illustrate how existing and proposed breakwater configurations would appear from the water would also be helpful. 6. It is our understanding that this project is associated with other development plans, and to avoid piecemeal development concerns, we request that the county make every effort to consider the project and its impacts comprehensively. • Mr. Dennis Thomason December 6, 1995 Page 2 If you have any questions on comments 1 through 4, please call Ms. Maria Peeler with our Permit Coordination Unit at (360) 407-6917. For questions on comments 5 and 6, please call Mr. Jeffree Stewart with our Shorelands Program at (360) 407-6521. Sincerely, Elizabeth J. Phinney 4 Environmental Review EJP: 95-8071 cc: Maria Peeler, CP Jeffree Stewart, SWRO Abbe White, SWRO I 1 .8. . Public Notice US Army Corps of Application Seattle District Regulatory Branch for Permit Post Office Box 3755 Seattle, Washington 98124-2255 Public Notice Date: 21 November 1995 Telephone (206)764-3495 Expiration Date: 21 December 1995 ATTN: Jack Gossett, Project Manager Reference: 95-1-01600 Hansen, John R. Interested parties are hereby notified that an application has been received for a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of March 3, 1899, for certain work described below and shown on the enclosed drawings. APPLICANT - Mr. John R. Hansen Post Office Box 1369 Port Hadlock, Washington 98339 Telephone (360) 385-7030 AGENT - Waterfront Construction 75 State Street Kirkland, Washington 98033 ATTN: Mr. Steve Zuvela Telephone (206) 828-3600 LOCATION - In Port Townsend, sec. 1, T. 29N. , R. 1W. , near Hadlock, Jefferson County, Washington. WORK - The applicant proposes to expand the existing marina, drive piling, install floats, adding approximately 62 new slips, and installing a sewage pump-out station. PURPOSE - Expand the existing marina. ENDANGERED SPECIES - A preliminary determination indicates that the activity will not affect endangered or threatened species, or their critical habitat, designated under the Endangered Species Act of 1973 . Formal consultation under Section 7 of the Act is not required. CULTURAL RESOURCES - Presently unknown archeological, scientific, prehistorical or historical data may be lost or destroyed by work to be accomplished under the requested permit. The work is not located on a property registered in the National Register of Historic Places. This public notice has been provided to the appro- priate State Historic Preservation Officer. PUBLIC HEARING - Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this applica- tion. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. EVALUATION - The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both pro- tection and utilization of important resources. The benefits which reasonably may 95-1-01600 be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic proper- ties, fish and wildlife values, flood hazards, floodplain values, land use, naviga- tion, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, con- siderations of property ownership, and, in general, the needs and welfare of the people. The U.S. Army Corps of Engineers (Corps) is soliciting comments from the public; Federal, State, and local agencies and officials; Indian tribes; and other interested parties in order to consider and evaluate the impacts of this activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition or deny a permit for the work. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the activity. ADDITIONAL EVALUATION - The State of Washington is reviewing this work for consis- tency with the approved Washington Coastal Zone Management Program. This proposal is the subject of Shoreline Substantial Development Permit No. 95-0008 being processed by Jefferson County. COMMENT AND REVIEW PERIOD - Comments on these factors will be accepted and made part of the record and will be considered in determining whether it would be in the best public interest to grant a permit. Comments should reach this office, Attn: Regulatory Branch, not later than the expiration date of this public notice to ensure consideration and refer to the following name and file number: Hansen, John R. 95-1-01600 Encl Drawings (4) 2 • • I _II Kg,Sa w y l ifi; 1 .MI • p \ �Jrl l, ` t l( ------------- --- ---- - \ O� D.,.L ./q . .4., .� .. • ••".66.0w PI.. e#. � ♦ 06.0.11•000.4.110.1 U �: 7 • � -� •k•AIR STAY!. 1e....t. A. .• % ! Adrninh, .: , Head Light i \ IIII toy Sine Park -•.a• • .... (n peter/ /1.lre+atF Bay ,l a* eAdmiralty -- - ' Nook Roark Point Milton L' r'. • County Park � 1 �\- ,` c l . m Coast/.►'item %�, �s_Fort Waders Sine Park Reasar.� • McCwh P0`7. ,...n -1-1 rat Townsend , 'T • o l M' Waring Some Cantor _ 0-4 aRl'Mt.7\7 '�r..:,......1/4‘. 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Last Brads County Paris i ISoutb]Mhi p^+'eront Ado,,,,.Re ck, r+ot•sll=r )..; _t I .,(.'Stair Park. ow Corn•IG J lKe,mn Fa.rk I 47%4,` r_ ♦odla./a 7t > i I • -- t '' \4ondele-i t r u - 1 m• y '"rr..w:.. Ez• z \ .i.a'' I Rush Point ii:g L.Vil C ^ . ! � : ! is N oat' \.eR..,ni �O ' • r �• ?-- z o i t A'+denon L.akr 1 s • w'ood.n.n. •sr.r.r�r�; v..T s } p • ilk G -.:-!•!,.&.,, v • ® s/ ' • • s ! ` ,9 R.M..nw .../r �� � Latitude: 48° 01' 46" Longitude: 122° 44' 33" 95-1-01600 PURPOSE: Expand existing marina IN Port Townsend DATUM: MLLW 0.00 Near: Hadlock ADJACENT PROPERTY OWNERS: COUNTY: Jefferson STATE: WA List available at Corps offices APPLICATION BY: Ray Hansen SHEET 1 OF 4 DATE: 11/8/95 • ! S 0 I 700'+/— \ 210'+/— - - - - --r_—_-8-1.108' EXISTING FLOATING — \ BREAKWATER TO — EXISTING PILING — —25' +/— f EXISTING PILING BE RELOCATED BREAKWATER \ / BREAKWATER 1 \--. ,:\ r �\ EXISTING EXISTING TOL BETIREM010/GED TFLOATING LOGS TOOBE REMOVED 8'+/— 150'+/— TO BREAKWATER ' — — 29'+/— —16'+/— , _ _ _ - - - - - - - - - - - -- --x,=4:-6.1 �_ _ TYP 6 _ -— r� TYP 4 6.: —12'+/— FPLACES 60' ` — _ _ — OUTSIDE _ _ 3 _ J— 1 FLOATS — — —— t--160'+r — — 160'+/— 70' —1 r-26'+/— I61 �, I. .1 R. D. .1 -81 _ - - __ _ _ _ _ T 23'1 I I 1 111 1-- - _ -- -, __ __ __ __:3.:1::7. =-__I_____- —4'+ 162'+ _ lb162'+/— !� / EXISTING FLOATS ` = EXISTING S' X 60' —GANGWAY / AAMPLP.LROXWL . (0OC0')OF 845'+/— TO HEAD CF PIER = i i i II EXISTING FLOAT EXISTING PIER / N10 i N9 480' - N8 TO HEAD I OF PIER N 7 — — _ - - - - - - -- - - _ — — N5 N6 N4 LINE OF M.H.W. N3 N2 N1 S1 2 S3 95-1-01600 S4 S6 S7 0 IN Port Townsend S8 S9 Near: Hadlock 1 COUNTY: Jefferson STATE: WA EXISTING CONFIGURATION APPLICATION BY: Ray Hansen SHEET 2 OF 4 DATE: 11/8/95 SCALE 1"= 120' , • • . 700'+/- .. RELOCATED FLOAT/ 210'+/- RELOCATED FLOAT/ PROPOSED CONCRETE (/ EXISTING PILING PANEL BREAKWATER EXISTING PILING / BREAKWATER (SEE ENGINEER DETAIL) / BREAKWATER r8' MIN a w J —i 23.6"X64' rrr�r rU 7.17./ 8. f rrrjf- �r7rr7J!�� 2 • —1.3'6"X64' 60' 20 i 40,E 54 i a0' 54' 20 4- 60' 23:6"X64' J = 1.7'6"X64' { rr J e + 4.4"� _..I L..6' -.-1"-4'-4" -��4'-4" -...-1 ' I a,a,,j TYP I 132'+/- 132'+/- TYP 75'+/- 8•-4" PROPOSED -4'-4"7r 7 32 T " 40 ADDITIONS 8'-.,. " 7r-4'-4-.•+r 6' / 11 1 '1 1 1 /� 0 �a0' II1 1 I J/ 80' 4 f .4__,_4 __ .....4.......4.••• '': 80' �� j i SJ ! ! 6 i r II L--130'+/_---j l I ._� 16'— 50' —EXISTING 50• 130'+/- -1 60'+/- SECTIONS j , 60'+/- I-- 1--.! 25" i I i i i i i 7,';� 40' i i i, i - i i i r 40' ,111°1 1111:1' -i 845'+ TO HEAD 1I - .i I OF PIER I ! I PROPOSED SEWAGE i I PUMP-OUT 1 i• - - �- t N9 NIG I i N8 _ k NS N4 +. �. j. i LINE OF M.H.W. _ N2 N3 — is 2 , j S4 S3 - 95-1-01600 __.1 � S8 S7 S6 Sb 0 IN Port Townsend S9 Near: Hadlock EELGRASS TRANSECTS COUNTY: Jefferson STATE: WA & EELGRASS BED LOCATIONS APPLICATIONBY: Ray Hansen SHEET 3 OF 4 DATE: 11/8/95 > SCALE: 1"= 120' Iv • • DASH LINES REPRESENT FLOAT FLOTATION TUB LENGTH 5/W GALV 6'-0- TYP /COMPRESSION THRU RODS Olt © SOLID BLOCKING 2'-�' 0/C TYP - 1c --.-•Alm.- DOUBLE WALER I .11.0. // �` .10.00. \11%.111%. 1( 1 _ I %.. %., \`>\// . . _ _ i , FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PILE 3x NAILER IF 2-1/2' CALV STEEL DECKING VINYL VINYL DECKING USED PILE HOOP THRU BOLTED TO FRAME 4-a' WITH 1/2• BOLTSffiP) I-1/2 I • 5-1/6 X 9-1/2 GLU-LAM W.INWEFAMMII� AII-I,-I_I_ WALER =, • /- ��1I�II♦-MIIlibb' SOLID BLOCKING FLOAT TUBS .11 5/6r GALV d COMPRESSION THR RODS UTILITY RUN 2, d a UNDER DECK 1111 1DOUBLE WALERS dd a SOLID BLOCKINGiYFOAMFLOTATION MOLDED PLASTIC FLOAT TUB I �I4'-4"+/- SECTION , I , ImImmINIIIIMIlIraII 1 • I', 5/B GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING 3x6 WALERS 6't OR GLU-LAMS tT 254 FACIA OF 1111111111.1.1WillillIMPFAVA 5/B" GALV 4 ° SOLID BLOCKING COMPRESSION THRU RODS d o 4 ° ,' am ,a e d UTILITY RUN UNDER DECK ° ° ° ° 95-1-01600 a FOAM FLOTATION MOLDED PLASTIC IN Port Townsend FLOAT TUB 6' +/- SECTION Near: Hadlock COUNTY: Jefferson STATE: WA APPLICATION BY: Ray Hansen NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED- SHEET 4 OF 4 DATE: 11/8/95 STATE • 445,STATE �' OY b�1889 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504-8711 • (206) 459-6000 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Notice of Application for Certification of Consistency n t pro ram he Washington Coastal Zone Mang g Date: 21 November 1995 Notice is hereby given that a request has been filed with of the Departmentooftal Ecology, pursuant to the requirements of Section 307(c) Zone Management Act of 1972 (16 U.S.C. 1451) , to certify that the project described in the Corps of Engineers Public Notice No. 95-1-01600 will comply with the Washington State mannerCoastal consisten with ithatrProgram and that the project will be conducted ina Any person desiring to present views on the project pertaining the project's compliance or consistency with wri tashington en commentstwithinate a30adaysnof the Management above Program may do so by providing publication date to: Permit Coordination Unit Department of Ecology P.O. Box 47703 Olympia, WA 98504-7703 • • DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS FIRST-CLASS MAIL P.O. BOX 3755 US POSTAGE PAID SEATTLE, WA 98124-3755 SEATTLE WA PERMIT No. 4607 OFFICIAL BUSINESS ADDRESS CORRECTION REQUESTED JEFFERSON COUNTY PLANNING & BUILDING DEPT COUNTY COURTHOUSE PORT TOWNSEND WA 98368 Ir • S Off, • p e 4 H� 79X9 AC's' State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address: 600 Capitol Way N•Olympia,WA 98501-1091 •(360)902-2200,TDD(360)902-2207 Main Office Location: Natural Resources Building• 1111 Washington Street SE•Olympia,WA November 14, 1995 ,.i ? 0 11995 Mr. Ray Hanson do Steve Zuvela Waterfront Construction 75 State Street Kirkland, WA 98033 SUBJECT: Hydraulic Project Application-Expansion to Alcohol Plant Marina-Port Hadlock, Tributary to Port Townsend,Puget Sound,Section 05, Township 29 North, Range 01 West,Jefferson County,WDFW Log No. 00-B4176-01,WRIA 17.MARI Dear Mr. Hanson: The Washington Department of Fish and Wildlife (WDFW) received the above-referenced Hydraulic Project Application on September 14, 1995. We apologize for our tardy response but thought the letter had been sent out earlier. We are unable to complete processing at this time for the following reason(s): State Environmental Policy Act(SEPA)- Compliance with SEPA is required by law prior to issuance of the Hydraulic Project Approval. Please contact your local city or county planning department for information regarding SEPA procedures. As soon as the SEPA process has been completed, please provide written notification of compliance,from your local jurisdiction,so that your application may be processed in a timely manner. Proposal Design - Project modifications are required WDFW has reviewed the plans and specifications for the proposed project and has determined that they do not provide adequate protection for fish life. It appears from the information you have provided that the marina expansion could result in additional adverse impacts to eelgrass beds which have already been impacted by the project. Eelgrass is a very important marine habitat and is listed as a"Habitat of Special Concern" under WAC Chapter 220-110. We believe expansion of the marina is practicable without impacting the eelgrass beds. We suggest a meeting to discuss alternative designs that would eliminate potential eelgrass impacts. For example, it appears that the space between the three sets of floats could be reduced. The plans indicate a turnaround distance of 75 feet for vessels of 50 feet between the second and third set of floats and 50 feet for vessels of 34 feet between the second and most landward set of floats. Although it may not be the optimum for maneuvering vessels, reducing these distances and other adjustments to the design would result in the same number of desired slips while reducing eelgrass impacts. • • Mr. Ray Hanson November 14, 1995 Page 2 In addition,WDFW will need to know if the Prohibited Shellfish Harvest Zone will change as a result of the marina expansion. Please contact Frank Meriwether at the Department of Health (360) 753- 3517 with regard to this issue. Geoduck beds that could be impacted by this project are located in Port Townsend north of Kala Pt. to the west and Crane Pt. to the east, plus four beds to the south of the cut in Oak Bay(see attached map and tract description from the 1995 Geoduck Atlas). In addition, intertidal shellfish beds in the area could be impacted. Your proposal is placed on hold until we receive the above-identified information. Your application will be processed after the requested information has been received. As mentioned earlier, we suggest a meeting to discuss alternatives to the current project design that will reduce impacts to fish and shellfish resources and their habitats. Please contact me at(360) 895-4757 if you wish to set up a meeting. We appreciate your cooperation in our efforts to protect, perpetuate, and manage the fish resources of the state of Washington. Sincerely, John Boettner Area Habitat Biologist Habitat Program JB:bk(20:Nov95) c: Dave Gufler,WDFW Tim Flint,WDFW Jeffree Stewart, DOE Dennis Thomason, Jefferson County Planning Dept. Frank Meriwether, DOH PtTTAGN TS ( C�a��C V nPP 013c R, P a'r't' PN C M N '� i r /600 • 700•+/- 210'+/- RELOCATED FLOAT RELOCATED FLOAT W/ PUBLIC FLCATI W/ PUBLIC ACCESS] /PROPOSE CONCRETE `` ` !BREAKWATERCCES PtUNG / PANEL BREAKWATER DOWN EXISTING PILING OREAKATER f/ TO 3'-4' ABOVE 0077011 BREAKWATER s ° e i^g• „IN mosimumrim / � t � ° ' ri a� t iii ��ii i� iip N I 1 �i�a.�i r r 23'fi X64' j 1 1 6'� Ir ' = 1 1 I 1 1 / 23'6"XE4' --0 20'1 40' 1 cy I 1 1 I 40' ( 54' 1 120 T 60' 60' I I I• I 1 1 I. / 23'6"X64' i 1 23'6 I j I I I i I I I J 1 1 / 4'4 i 1 --I(-6' 132.r/_• 132'+/-• I,P TYP 75'+/- • PROPOSED SEWAGE -`-�r •• PUUP-OUT• _ / 4'-4" II 1 �2 1 ■ 4-4 PROPOSED ■ --I 32' r �I 6' I ADDITIONS 6 B B —1 I 11 1 • ■ FpY{ ECY7{ r , 1 • ' 1 ifik• ■ 1 1 1 1 40' 1 1 ■ i I 1 / I 89' Vollmer/4•001V/WIP ; i If II VI I II III 1 • I II R Li . I I I = B._41 — 16• , --t30'+/- 50' 2 EXISTING 50• 130'+/- us SECTIONS t03'+ t 30=1 • i f —'1 • 424'- I ■ i I i : i i i i I I /� 40' i • a ■ i i 1 S • • Al / O ` • _a, s.m..rir�i�ro.J I , , t t i i i T ■it I unu i IIS E t3' 3 • 1 1 1 24• i I I 1 1 • 22. I i 1 1 1 1 . _�. - I LCCATE (2) • - - I I I -1- •1 SAILBOAT .i .I •1' - .1. : : FLOATS LV— .1: tS HERE am mi to i I 1 TO HEAD I OF PIER I • lies ' INB i { SO • C I : 1 I: , I I I i i I : =: : : : I N10 - - T•O Y. AD CF PIER w- I N7 N8 N4 SC 5 FZ� A\Sig ;�:�= OF 12� ' - -•` 1 LINE M.H.W. N : : • 2 I • Ni • 1 • = FIGURE 2 t I SiNI S2 NI I I J, MI Ul • IS IS7 S6 ° CONSTRUCTION COMPANY INC. S8 S9 \KIRKLAND, WA PH 206-828-3600 EELGRASS TRANSECTS ._ PURPOSE: & EELGRASS BED LOCATIONS SCALE: t"= 120' PAGE:' OF `- DATE: 8-23-95 410 AFFIDAVIT OF POSTING PUBLIC NOTICE WASHINGTON STATE SHORELINE MANAGEMENT ACT and the JEFFERSON COUNTY SEPA IMPLEMENTING ORDINANCE NO. 7-84 State of Washington) Count of Jefferson ) I , v% ��c,� , being duly sworn of oath say that I have pos1,s,...01vA edpublic notice posters on or near the site identified in the following proposed development description: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. These three notices were posted in full compliance with the WASHINGTON STATE SHORELINE MANAGEMENT ACT (WAC 173-14-070) and the JEFFERSON COUNTY SEPA IMPLEMENTING ORDINANC NO. 7-84 on ),,`-ers2b,r , �. , at - 1"�/l/F M�,� -,v , 11.c'q SO TAR crA PUMA gnatur- of person posting notice) Or dromf Subscribed and sworn me n this a./ ci ay of /Velvcrn her- , 199 ' 1.311/ 42 Notary Public and for the State of Washington, residing in 47r-f` , Washington. My commission expires O72 SDP95-0008 A\cdcol p\a.c-4- -k. V 2 !`ice Asx,i.STA re 0 • � 4 • w. - ' <E 2 State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address: 600 Capitol Way N•Olympia,WA 98501-1091 •(360)902-2200,TDD(360)902-2207 Main Office Location: Natural Resources Building• 1111 Washington Street SE•Olympia,WA November 14, 1995 r ; NOV 2 0 995 Mr. Ray Hanson do Steve Zuvela Waterfront Construction • 75 State Street Kirkland,WA 98033 SUBJECT: Hydraulic Project Application-Expansion to Alcohol Plant Marina-Port Hadlock,Tributary to Port Townsend,Puget Sound,Section 05,Township 29 North,Range 01 West,Jefferson County,WDFW Log No.00-B4176-01,WRIA 17.MARI Dear Mr. Hanson: The Washington Department of Fish and Wildlife (WDFW) received the above-referenced Hydraulic Project Application on September 14, 1995. We apologize for our tardy response but thought the letter had been sent out earlier. We are unable to complete processing at this time for the following reason(s): • State Environmental Policy Act(SEPA)- Compliance with SEPA is required by law prior to issuance of the Hydraulic Project Approval. Please contact your local city or county planning department for information regarding SEPA procedures. As soon as the SEPA process has been completed, please provide written notification of compliance,from your local jurisdiction,so that your application may be processed in a timely manner. Proposal Design- Project modifications are required WDFW has reviewed the plans and specifications for the proposed project and has determined that they do not provide adequate protection for fish life. It appears from the information you have provided that the marina expansion could result in additional adverse impacts to eelgrass beds which have already been impacted by the project. Eelgrass is a very important marine habitat and is listed as a"Habitat of Special Concern"under WAC Chapter 220-110. We believe expansion of the marina is practicable without impacting the eelgrass beds. We suggest a meeting to discuss alternative designs that would eliminate potential eelgrass impacts. For example, it appears that the space between the three sets of floats could be reduced. The plans indicate a turnaround distance of 75 feet for vessels of 50 feet between the second and third set of floats and 50 feet for vessels of 34 feet between the second and most landward set of floats. Although it may not be the optimum for maneuvering vessels,reducing these distances and other adjustments to the design would result in the same number of desired slips while reducing eelgrass impacts. • Mr. Ray Hanson November 14, 1995 Page 2 • . In addition,WDFW will need to know if the Prohibited Shellfish Harvest Zone will change as a result of the marina expansion. Please contact Frank Meriwether at the Department of Health(360) 753- 3517 with regard to this issue. Geoduck beds that could be impacted by this project are located in Port Townsend north of Kala Pt. to the west and Crane Pt. to the east, plus four beds to the south of the cut in Oak Bay(see attached map and tract description from the 1995 Geoduck Atlas). In addition, intertidal shellfish beds in the area could be impacted. Your proposal is placed on hold until we receive the above-identified information. Your application will be processed after the requested information has been received. As mentioned earlier, we suggest a meeting to discuss alternatives to the current project design that will reduce impacts to fish and shellfish resources and their habitats. Please contact me at(360) 895-4757 if you wish to set up a meeting. We appreciate your cooperation in our efforts to protect,perpetuate, and manage the fish resources of the state of Washington. Sincerely, ") John Boettner Area Habitat Biologist Habitat Program JB:bk(20:Nov95) c: Dave Gufler,WDFW Tim Flint,WDFW Jeffree Stewart, DOE Dennis Thomason,Jefferson County Planning Dept. Frank Meriwether,DOH ATiAGN rt Er TS - Lvc_v. n Pp O1.3( p r( i e • • Public Notice US Army Corps of Engineers of Application Seattle District Regulatory Branch fo r Pe r m i t Post Office Box 3755 Seattle, Washington 98124-2255 Public Notice Date: 21 November 1995 Telephone Q06)764-3495 Expiration Date: 21 December 1995 ATTN: Jack Gossett, Project Manager Reference: 95-1-01600 Name: Hansen, John R. Interested parties are hereby notified that an application has been received for a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of March 3, 1899, for certain work described below and shown on the enclosed drawings. APPLICANT - Mr. John R. Hansen Post Office Box 1369 Port Hadlock, Washington 98339 Telephone (360) 385-7030 AGENT - Waterfront Construction 75 State Street Kirkland, Washington 98033 ATTN: Mr. Steve Zuvela Telephone (206) 828-360n LOCATION - In Port Townsend, sec. 1, T. 29N. , R. 1W. , near Hadlock, Jefferson County, Washington. WORK - The applicant proposes to expand the existing marina, drive piling, install floats, adding approximately 62 new slips, and installing a sewage pump-out station. PURPOSE - Expand the existing marina. ENDANGERED SPECIES - A preliminary determination indicates that the activity will not affect endangered or threatened species, or their critical habitat, designated under the Endangered Species Act of 1973 . Formal consultation under Section 7 of the Act is not required. CULTURAL RESOURCES - Presently unknown archeological, scientific, prehistorical or historical data may be lost or destroyed by work to be accomplished under the requested permit. The work is not located on a property registered in the National Register of Historic Places. This public notice has been provided to the appro- priate State Historic Preservation Officer. PUBLIC HEARING - Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this applica- tion. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. EVALUATION - The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts of the proposed activity on the public interest . That decision will reflect the national concern for both pro- tection and utilization of important resources. The benefits which reasonably may • 95-1-01600 be expected to accrue from the proposal must be balanced against its reasonably foreseeable detrimincludingstheAll cumulative effectsrs which ay be relevant thereof; amongto the those areposal will be conservation, considered, historic proper- ties, aesthetics, general environmental concerns, wetlands, P P ties, fish and wildlife values, flood hazards, floodplain values, land dnuse, naviga a- tion, shoreline erosion and accretion, recreation, water supply and water quality, energy needs, safety, food and fiber production, mineral needs, con- siderations of property ownership, and, in general, the needs and welfare of the people. The U.S. Army Corps of Engineers (Corps) is solicitingacommennts;nts from the othpublic; Federal, State, and local agencies and officials; this interested parties eived widllrbeoconsiderednsider abyy theluate Corpsthe to impacts Any comments cons do modify, condition or deny a permit for the work. To make this decision, comments are used to assess impacts on endangered species, historic properties, water aboegeneral are1usedeinal theeffects, preparationthe of another Environmentalinterest Assessmentfactors and/orlisted above.nnCommentsnaa an Environmental Impact Statement pursuant to the National hearingnandtto determine al Policy Act. Comments are also used to determine the need for a p the overall public interest of the activity. ADDITIONAL EVALUATION - The State of Washington is reviewing this work for consis- tency with the approved Washington Coastal Zone Management Program. This proposal is the subject of Shoreline Substantial Development Permit No. 95-0008 being processed by Jefferson County. mad COMMENT AND REVIEW PERIOD - Comments oin these factors willrl bitaccepteded aidd made part of the record and will be considered best public interest to grant a permit. Comments should reach this office, Attn: Regulatory Branch, not later than the expiration date of this public notice to ensure consideration and refer to the following name and file number: Hansen, John R. 95-1-01600 Encs Drawings (4) 2 y1 x• • SI • -ital Sew •- " y 'harm •‘..`i ' • �.� wry- . �K. t� \ tat 4 ' bays .er 1 t •\ \ ! \• a.r. ` • 'gyp a.r tr+. . .1... • .. a+ art •'"to l. Given.. .� '---_---- - -% +'4' o N i'18tV ISLA\ -C PI SID ♦ ..f K.,.ro \ Admit*, . C t t • ,• Head Light s IIII +tt Sut.Part t� N.. 1 �Ma��A miral .c»aly Bay \ -- - - Connor Mead r North Bract Pint Wilson Light •\ Canty.art •�•. \ n , t 7i• . ...Fort Nordin State Park Scorer.' 7 • Corte A.f,itiPj -_ a,eurn$ -m Port Yeomen/ /y `. —� McCalb Pt..r 1 ort„•,, j Marine k.entt Cantor 4 1'. , .....•'-e:..:. •'lSuttPar�•11• I� IIII� `Pt•. ♦941LITAIll 1114, r -- • •' • Port Townsend- —^� _ _. :>ro - S. L I _ e+f `.1.4104 counly \,• T 1 • / ' ' : i-::.•••••-- — G Htteriul MuWuu 1 t i J /'.% -' C•i i r •• P Y��® `•t, LAKE NA`.COPt-�' ...r.7.1 I _ •' Port Teontend-Ktynser Fury 1 , TARGET RA.%C.E . 7...., Ci=PG( t 1 ,,t4z :,as ' ` 40 MYroottw Point ` . ,/. Lc. Lipa _\ 1 .A...-e".11,Willows t . r O .( ilyhrr •f 1 i /�-- ' C , / f w nal*Start Part , r. :� \;• C • ---•! . cr.:..17("1 r• y -� r i,• i a�=11_...--7---r-_C C...•S .r f,v 1f ®�_®-n11 C i i rf/ X511 � ' , D a ,r - tact°.at i- '- -�; • r .,a,i ' ` ( `r AL Old Fon Te..nnend / ' I�••, I en r r Z L_. --' .�_` ISutt Park u�R .,i_ = :� H 11 I La90 � - `•� /e,of y ' a ° U1'' .�I1 .f S\ TI . .. — _ • ♦ \`tel . \t - RESER ..'o, aF. Finny Bay Stitt Park t --�- OS't. ` `Mrra, G.+.. Kao h , Z: ^�i�11 'Brach County Park I i ...4Q.IS 01:ale i. • _C : i'atrera -�, ew Cern.V'""t�ta'' -' •��• � 1►omt Ad.lm•Bract. •tri\ Gw - )� G ( i:____ lKellwt•Bratty 1I ` `•-•�\bandit1.-_ Ione , ...'. ...l Itt ,dfi ♦`'re r 7 l •o !\ „y dbp,," 2. `� .Bur_,iI ; wsh P`ht ,_ w Z r y4 r Vie. �}� T ' IuIA Afar 6 . c _ \\�•z Pat \ 'a Pe,nr Mdrrlion L.akr O /f\7 •t � � T-, 2�0 G \` `••v, N'epdreN. iron. • :.' /> (� .- 0 !*"►^"" n l O Z \ _ `/ ;•: ,` 11 19 �. Rome....[ 1 '1 .w.. .. • Latitude: 48° 01' 46" 95-1-01600 Longitude: 122° 44' 33" PURPOSE: Expand existing marina IN Port Townsend DATUM: MLLW 0 .00 Near: Hadlock ADJACENT PROPERTY OWNERS: COUNTY: Jefferson STATE: WA APPLICATION BY: Ray Hansen List available at Corps offices SHEET 1 OF 4 DATE: 11/8/95 • 700+/- \ 108' 210'+/- _ --— — — \ I EXISTING FLOATING — — "- — \ \ EXISTING PILING BREAKWATER TO i EXISTING PILING 81' `-25' + - BREAKWATER BE RELOCATED BREAKWATER / EXISTING FLOATING LOGS EXISTING FLOATING LOGS TO BE REMOVED TO BE REMOVED 150'+/- TO BREAKWATER b'+/- __ — 7rT -a" 1---29.41- 1 L TYP 6' TVP 4 -_-, PLACES 6' _ -12'+/- OUTSIDE 80' ---- — FLOATS 4J- - ' - - - - - - t---1-160'+/77 — -- E -- --160'+/:71-------i r 70' _ --1 F-26'+/- [ 6 I 1 �,' 1 11 -8 +/ — 24 I IT i : ITTI t6l2I'+ - I EXISTING FLOATS At I; EXISTING 5' X 60' ` 845'+ GANGWAYAPPRCX LOC OF /- TO HEAD OF PIER M.L.L.W. (0.0') ii.if L� 1-- XIS WG FLOAT EXISTING PIER m . N10 le N9 480' TO HEAD I OF PIER�� N8 2. -- 1 . N7 N- N6 N4 . . . LINE OF M.H.W. N3 N2 Ni Si 2 S3 95-1-01600 1 S4 S7 S6 0 S8 IN Port Townsend S9 Near: Hadlock ' COUNTY: Jefferson STATE: WA EXISTING CONFIGURATION APPLICATION BY: Ray Hansen SCALE: 1 120 SHEET 2 OF 4 DATE: 11/8/95 ' • III • 700'+/- RELOCATED FLOAT 21O'+/- RELOCATED FLOAT PROPOSED CONCRETE 1 !EXISTING PILING PANEL BREAKWATER EXISTING PILING BREAKWATER (SEE ENGINEER DETAIL) BREAKWATER / ` 8' MIN � a } } .' t/,C{/iil Vr`rUiiv _. �rrrr/!r irk ij irJ i i lr . . . ..a 1 23'6"X64' / 1 6. : 1 ! 23'6"X64' 60' 1r� 23'6"X64 20 40 54' ♦a0'-,. 54• 20 3'6"X64^ 60' ((+ d = d J _ j 4•q_JL L6. -Jlrq•_q" -JL 4•-q' 1.2_ 6• 14,4„i TNT 132'+/- 132'+/- - n.P (� 75'+/- 8'-4” PROPOSED 4'-4"--•Ir- T 32' 1 ��--4'-4" ADDITIONS 6'-^'� --1 32' r.- ,.._6. 0' 1 I fill 80' J 1 134 6 _ a • I• a i• 11 -.J — I _ 1 1 _1 L130'+/- -1 16'—+ 1 50'• —EXISTING Sp• 130'+/- • i. -� 60'+/- L SECTIONS f -.1 60'+/- r- Eg 25'1 i i i i i i i i 40' ■ a a a ■ a a ■a a r 40' I, a a a a la ea ■ a a ■ 1 II ■ J 1 7 • • • :1 845'+/-I l r.'. _ - TO HEAD . I_ i -Ir• •i OF PIER I I r 1 I = PROPOSED SEWAGE I ( l0 ,_ PUMP-OUT - �•-•.-.1.•.•.• ..'.i•.•.•.1 1 I. N9 NIG .. N8 ' j- L.I .L • • N5 N6 N4 I• .j. i. 'r- �• LINE OF M.H.W. } _ N2 N3 =I N1 2 _ I j S4 S3 f _ 95-1-01600 I S7 S6 5� 0 IN Port Townsend S9 S8 Near: Hadlock EELGRASS TRANSECTS COUNTY: Jefferson STATE: WA & EELGRASS BED LOCATIONS APPLICATION BY: Ray Hansen SHEET 3 OF 4 DATE: 11/8/955 SCALE. 1"= 120' • • DASH LINES REPRESENT FLOAT TUBS FLOTATION TUB LENGTHI 5/pr GALV g• TYP COMPRESSION THRU RODS SOLID BLOCKING ® 2'-4. 0/C TYP w \ 1 I //><\ I DOUBLE wALER L. \ _ `I\ /... \\�. / p /00 \� / \ I . Tv I FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PILE 3X NAILER IF 2-I//r CALV STEEL DECKING VINYL DECKING USED PILE HOOP THRU BWITHE 1/O FRABOLAE S 1-1/2 5-1/8 X 9-1/2 GLU-LAM WALER ���{��`- Ali�Is-Imi� V� • . W� .rinMM,B��.Iu. _ SOLID BLOCKING FLOAT TUBS COM5PRESSION �, 'THRU RODS UTILITY RUN '2' 0/C G c UNDER DECKDOUBLE WALERS pIf G SOLID BLOCKINGFOAM FLOTATION MOLDED PLASTICFLOAT TUB 4'-4"+ — SECTION , .i...........l-1 III • 111 5/8- GAIN STEEL COY PRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING 358 WALERS 6't OR GLU-LAMS IMO. t 2X4 FACIA atfINME_-►�{-WIN-��{� OF Iall.I.IIIVEMIIIIIMEVV6 5/8" GALV 4 , -4M SOLID BLOCKING 4 , COMPRESSION d o 4 e ' THRU RODS 4 4 UTILITY RUN UNDER DECK ° 4 ° 0 / 95-1-01600 d e 4 e a • FOAM FLOTATION MOLDED PLASTIC IN Port Townsend FLOAT SUB 6' +/— SECTION Near: Hadlock COUNTY: Jefferson STATE: WA NOTE: ALL HARDWARE TO BE HOT DIPPED cALVAINzeO. APPLICATION BY: Ray Hansen SHEET 4 OF 4 DATE: 11/8/95 a • ��¢sure c,. • c4 4 S Q �y�1U9 a°y STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504-8711 • (206) 459-6000 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Notice of Application for Certification of Consistency with the Washington Coastal Zone Management Program Date: 21 November 1995 Notice is hereby given that a request has been filed with the Department of Ecology, pursuant to the requirements of Section 307(c) of the federal Coastal Zone Management Act of 1972 (16 U.S.C. 1451) , to certify that the project described in the Corps of Engineers Public Notice No. 95-1-01600 will comply with the Washington State Coastal Zone Management Program and that the project will be conducted in a manner consistent withsthat Program. Any person desiring to present views on the project pertaining the project's compliance or consistency with the Washington State Coastal Zone Management Program may do so by providing written comments within 30 days of the above publication date to: Permit Coordination Unit Department of Ecology P.O. Box 47703 Olympia, WA 98504-7703 3 'I, • , DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS FIRST-CLASS MAIL P.O. BOX 3755 US POSTAGE PAID SEATTLE, WA 98124-3755 SEATTLE WA PERMIT No. 4607 OFFICIAL BUSINESS ADDRESS CORRECTION REQUESTED JEFFERSON COUNTY PLANNING & BUILDING DEPT COUNTY COURTHOUSE PORT TOWNSEND WA 98368 I 0 • 700•+/- \ 1oa 210'+/- _ — - - - - - ( — \ 848'- EXISTING PILINGI EXISTING FLOAT "� EXISTING PILING (� 81• 25' +/- \ F---- 8'I IL 14, BREAKWATER BREAKWATER BREAKWATER 5, I r: —5' \ EXISTING FLOATING LOGS 18'+/- EXISTING FLOATING LOGS 7- -- i i -- -- -- fill ..._ -- 29.-9"--1 8....... ��33" ���6, ... e [l 111161 1 . -12'+/- - —___ ____ __ ____ ____ I 1 1 1 I I' if 4_ _11 -- -- -- -- -- -- -- __ r 160'+/- 160'+/- 1 r30'-3" 6 '�� 68' 77 3._3. 3"� I 1 6 1_, 1 1 8 =/- -- 162'+/ 1622+ _ _ — 4+/ 23'-.- - - - -L. -- - L - EXISTING 5' X 60' , i--- GANGWAY i • EXISTING FLOATS - _ "/ — PPPROX LOC OF 845'+/- TO HEAD OF PIER - — M.L.L.W. (0.0') i i No =--- , _ _- EXISTING FLOAT i EXISTING PIER / //---- - / - /''/ ..--- _ ..---- / _ / - / 480' - ..---- TO TO HEAD I OF PIER--' 1 �' - LINE OF M.H.W. FIGURE 1 WATERF'ROPT1' = CONSTRUCTION COMPANY INC. o KIRKLAND, VA PH. 206-828-3600 PURPOSE: PORT HADLOCK INN & MARINA 1,4'...(-g- , uXISTING CONFIGURATION NEAR ENDLOCK, PORT ,Q � RAY HAND BAY �-J!(� � SCALE: 1"= 120' RAY HANSON 0 PAGE: 1 OF 3 DATE: 8-23-95 0 • 700'+/- RELOCATED FLOAT/ 210'+/- RELOCATED FLOAT PROPOSED CONCRETE `EXISTING PILING PANEL BREAKWATER EXISTING PILING BREAKWATER BREAKWATER f { 60'7 i _ .1GG i i i 40'•-.: 50 i 40'- • i 60' i • 4. i 1-.-6'-21..-4' J(..-q• ;-6. 310' 310' 75'+/ PROPOSED 3'-3"�r 126 r ADDITIONS 6.____ I I --1 26'r----ir3-3--- --6' 80' } I 4D' .i,, J 1 1 1 1 1111 3�' � iHTP1 1111 1111 120'+/----I 1--120'+/---I 50' -1 60'+/- 1- EXISTING SECTIONS-"I 60'+/- r j 39' % _ i 4D' 1 r - 3f ' • 845'+/- TO HEAD OF PIER PRO'OSED SEWAGE PUMP-OUT N 1 0 . . . . . •. .•-aao" . . N 9 . . • • ,TO -lEAD OF PIER N8 N7 N5 N6 4 LINE OF M.H.W. N3 Ni:::::::::::::::: 1::::::::::::.-:.......... .?:.-:. ............... - N2 FIGURE 2 S3 2 WATERFRONT I III S4 CONSTRUCTION COMPANY INC, /s6 S5 o KIRKLAND, VA PH 206-828-3600 S7 S9 S8 PURPOSE: PORTHADLOCK INN & MARINA EELGRASS TRANSECTS NEAR HADLOCK, PORT TOWNSEND BAY & EELGRASS BED LOCATIONS RAY HANSOM X = END OF TRANSECT SCALE: 1"= 120' PAGE:2 OF 3 DATE:8-23-95 ,L.\- 6<-,,,,Z 0,6 `W i f5 .kc a .0. • • 0 I DASH LINES REPRESENT FLOTATION TUB LENGTH FLOAT TUBS 8'-0r TYP 5/8" GALV 4' COMPRESSION 4X10 BLOCKING 0/C TYP THRU ROOS I _ W ���� 4 i� –— 1 111 i U ` ` DOUBLE WALER III I _ 11I1� �� ..•� H.... // II 111III //�JIII11 . IN NM m����i Irk���/- LejFLOAT TUB W/ STYROFOAM BLOCK 2X6 DECKING & PLYWOOD CAP 3'-3"t 2X6 DECKING 3510 WALERS r, t I 2X4 FACIA FLOAT DETAIL ORGLU-LAMS ,— 4't !i �1 t 2X4 FACIA .����M�'��� 3X10 WALERSr I i� SOLID BLOCKING OR GLU-LAMS 7� 5/6" GALV • • .��i COMPRESSION .1//� 'N' THRU RODS MOLDED PLASTIC A SOLID BLOCKING FLOAT TUB 5/8" GALV COMPRESSION ° a FOAM FLOTATION THRU RODS ° 3'3" SECTION .d O MOLDED PLASTIC FOAM FLOTATION FLOAT TUB , PILE 4' SECTION A 2-1/2" GALV STEEL ALE HOOP THRU WIBOTH 1 2 FRAME WITH 1/2" BOLTS U 2X6 DECKING 'au 6't IuI I� 3510 WALERS S��1I�I■���I� t t 2X4 FACIA ��-� li FLOAT TUBS `l U �t♦' ML' 'EI DOUBLE WALE S V ° SOLID BLOCKING 5/8" GALV ° COMPRESSION SOLIp BLOCKING THRU RODS A A d MOLDED PLASTIC FOAM FLOTATION FLOAT TUB 6' SECTION —II■I�lII _I■I�mil 1I rT'1. 2X6 DECKING 5/8" GALV STEEL COMPRESSION 7't THRU RODS 3X10 WALERS r t t 2X4 FACIA PILE HOOP DETAIL .? , I�� IAA. PROPOSED: :1�ri� N� ri�,� PORT HADLOCK INN & MARINA s/6 GALV �' ° a SOLID BLOCKING NEAR HADLOCK, PORT COMPRESSIONHRURODS d a a TOWNSEND BAY ° a ° d ° d IN: MOLDED TIC FLOATAT: FOAM FLOTATION 7' SECTION COUNTY OF: KING STATE: WASHINGTON NOTE: ALL HARDWARE TO 8E HOT DIPPED GALVAINZED. APPL. BY:RAY HANSON , PAGE: 4 OF 4 DATE: 9-11 -95 r C o r m c co Lv m c € -m N cl U o to.c i v Y 0-"C CZ. 2a) -- o ® 01ial C `" A 1] . wc as V m c °4, cc c s, cc - u ca °r L i c p o m m m m as m c) L[ y 0303Uia'� z` ° N m o > ° c> mcF° -0 0 c m c ® ° • CD 0' 30.. CD °-car 03 ca a 0 > o c. 0 �..1 2 co L ;Z I o y �d c ac a0 n c N 000 - o cam c o m o ® o O o co c c c L T m 3 c o ® N , ,Q o - oco E ,..j 0 ac S i m O o O > O c 0 I A)i m3 �:c� maso� +) X21, O' n �.( f �) �� � L m c c ,_ is m-� 0 U IT o 2 ., 49 3 1 0 V mcg 0 o me Ir V ® o o ® Y se o ' E ` o EJ m o w «V Ul c . >, >, �, E m a = Z W Z o c L-51 C c 0 c m o ca CO01 Ca r a 0 m Q. 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O = N O 0 o b N N W cc6 0 as c a c > a5 ? o o -, ca00 _o ° » 5 .o � ,� Esi26 :E0 c � 2S a) -csw 0a_ 01- O En All';'----.-r.'.4.1 spog}aw xala!IlnwAq syoeZ010go tepee WWIAWi OC101 >"�1 # S9'80Sf1 PUe sosn Ag lo�iuo0 ‘6"0 Vl '1411tl Ae/d33 1Nlod Hinos /(aAins �eai�o� eq} �(q pagsi�gnd pue 'paiipe 'padde j �. •/w s molanl trod. �� Zit :. .17T 11334 000045 '3 I 'a "M I '2! 6Is; ° I '• I 1 \1 '''.... ..‘. ) ', .\\\ \) VJ f W A ' \ 52 i ....-..': ,.) \ ,, \\\ ('H.-------'-'-/ \ 9/ l i 1:? * °°(-11;2' leo. 1\ (\ \ 0 Q5-7 7-- ( . 1,17-r-re.. klt il'r, i . . ‘v-,‘-- i' x o {� 1 \ ' �I ' / zz I Lies /___/-71. _ . --1/ '-' --- '. ' 1 0 ,`\ I ! r' i =, 0 V11F Io t� +\ \: / oN \ 8Iee '�o� l i 'N. / // . . , 41 \\ F, \1 •/ J C _,L • '„. r ' e �oda _ - \\ / 1334 -000 08£ 1. \s ( \P 4;`/ • =c . VA� ,\ •` � 1 m ,. \ DY • ° I R F sa'. \ .0° I A Oill 40 0�\\ 1' 1W” ' �� -. \ • ' \ \\is 1\ Ili ev,-)-5..J \ I (-----, ' ,..'- .--,,,., \ .--\' ' il \... ,, \ \ l ` \ A I `I) 1i N / %I 6Z '1 \i. / _ _�4 _ �1 - '1 _ j I�/ : CIF t ! e EN-VI RONMENI'TAL COMMENTS EVALUATION EARTH 1. Check the item that describes the site: O flat 0 rolling O hilly 0 steep slopes 0 mountainous other: Slight slope 2. What is the steepest slope on the site? Identify the approximate percent of the slope: 25-30% 3. What general types of soils are found on the site (sand, gravvel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: 4. Are there surface indications or a history of unstable soils in the immediate vicinity? If so, describe them: The bluff on the east end of the shore- line shows signs of some sloughing but appears to be stable at this time 5. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Identify the source of the fill: N/A 6. Could erosion occur as a result of clearing, construction, or use? If so, generally describe it: No 7. About what percent of the site would be covered with impervious surfaces after construction of the project (that is, asphalt or buildings)? 15% 8. Describe proposed measures to reduce or control erosion or other impacts to the earth, if any: None proposed AIR 9. What types of emissions to the air, if any, would result from the proposal during construction and when the project is completed (dust, car odors, industrial wood smoke)? Generally describe and give approximate quantities, if known: Engine exhaust & , sawdust during construction. The addition of boats to the marina will increase engine exhaust slightly. 10. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe them: No -3- • EVALUATION 11. Describe proposed measures to reduce or control ' emissions or other impacts to the air, if any: None proposed WATER Surface Water 12. Is there any surface water body on or in the immediate vicinity of the site, including year-round or seasonal streams, salt waters, lakes, ponds, and wetlands? If yes, describe the type and provide names. If appropriate, state what stream or river it :flows into:---Yes, Port Townsend Bay which opens to Puget Sound 13. Will the project require any work over, in, or adjacent to the described waters (within 200 feet)? If yes, describe the work and attach available plans: .Yes, The existing breakwater will be modified and the existing marina will be expanded 14. Estimate the amount of fill and dredge material that would be placed or removed from the surface waters or wetlands and indicate the area of the site that would be affected. Identify the source of the fill material: None 15. Will the proposal require surface water withdrawals or diversions? Give a general description and identify the purpose and approximate quantities, if known: No 16. Does the proposal lie within a 100-year flood plain? If so, note the location on the site plan: No 17. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No Ground Water 18. Will ground water be withdrawn or will water be discharged to ground water? Give a general description and identify the purpose and approximate quantities, if known: No -4- • i FINAL DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has issued a final determination of non-significance (DNS) under the State Environmental Policy Act rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required. This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division and comments submitted in response to the preliminary determination of non- significance issued on 02/14/96. There is no additional comment period. Any appeal of this determination on the basis of non-compliance with the provisions of Chapter 43 .210 RCW (State Environmental Policy Act) must be submitted in writing on or before 5:00 P.M. on March 9, 1996. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center (621 Sheridan, Port Townsend, WA. 98368, 206-379-4463 . 411 410 Following is a notice of Determination of Non-significance. The proposal site is within your department's /agency's jurisdiction. If you have any questions or wish to comment on proposal, please write or telephone the Jefferson County Permit Center, Development Review Division by February 28, 1996. NOTICE OF DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has issued a determination of non-significance (DNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment . This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center, 621 Sheridan, Port Townsend, WA., 98368, (360) 379-4463 . Comments must be submitted to the Permit Center no later than 5:00 P.M. on February 28, 1996. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. • S PETER WALKER BRODERS FAMILY LIMITED 5812 PINON DR HUNTINGTON 4603 OLD GARDINER RD BEACH CA 92649 PORT TOWNSEND WA 98368 JEANETTE WILSON PAULENE NULF 1707 JACKSON 225E LOVETT ST PORT TOWNSEND WA 98368 ABERDEEN WA 998520-8619 HARVEY MINNIHAN JOHN MARSHALL 3659 OAK BAY RD 1009 VISTA WAY PORT HADLOCK WA 98339 EDMONDS WA 98020 BEVERLY BENDER SCOTT & LINDA GRABEL 999 E VALLEY BLVD #78 14617 OLYMPIC ALHAMBRA CA 91801 SPOKANE WA 99216 KENNETH MC MILLEN ROBERT LINGENBRINK PO BOX 365 4590 NEWBERRYHILL RD NW PORT HADLOCK WA 98339 SILVERDALE WA 98383 JODY WOOD JOHN LYNCH 17267 10TH AVE NW 2905 RD 97 SEATTLE WA 98177 PASCO WA 99301 BOB PETERS ANTHONY JANKOVICH 108 SUNSET VIEW DR 34 UPLAND RD LONGVIEW WA 98632 REMMERA AUCKLAND 5 NEW ZEALAND EUGENE PICKENS JANA MACHIN 17040 129TH SE 38 FOUNTAIN RENTON WA 98058 SAN FRANCISCO CA 94114 JACOB SEN LAND POPE RESOURCES PO BOX 162 ATT: PENNY HENDERSON PORT TOWNSEND WA 98368 PO BOX 1780 POULSBO WA 98370 FREED MCILROY JR 18140 MARINE VIEW DR SEATTLE WA 98177 • • Following is a notice of Determination of Non-Significance. The proposal is adjacent to your property. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division by February 28, 1996. NOTICE OF DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has issued a determination of non-significance (DNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the following permit: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floatscreate additional mooring slips. The center fthe breakwater will have I-beams set to close the center of the wall . wnship 9 LEGAL DRaneP1ION: Parcel WM. The901 014 property07 is1n Section located at1310oAlcohol2Loop Rd in North, Range West, Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment. This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division. Copies of the DNS available Center, 621the Shepublic ridan, Port Townsend, WA 98368 C Jefferson County Permit (360) 379-4463 . Comments must be submitted to the Permit Center no later than 5:00 P.M. on February 28, 1996. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. I s PUBLISH 1 TIME: February 14 , 1996 Bill: Jefferson County Permit Center, Development Review Division NOTICE OF THRESHOLD DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has issued a determination of non-significance (DNS) under the State Environmental Policy Act rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. After review of a completed environmental checklist and other information on file with the agency, Jefferson County has determined this proposal as mitigated will not have a probable significant adverse impact on the environment. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center, Development Review Division, (621 Sheridan, Port Townsend, WA. , 98368 , 379-4463) . Comments must be submitted to the Permit Center no later than 5: 00 P.M. on February 28, 1996 41010 PUBLISH 2 TIMES: November 1 and November 8 , 1995 BILL: Jefferson County Permit Center, Development Review Division NOTICE OF SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION AND PENDING THRESHOLD DETERMINATION CASE NO. SDP95-0008 PROPONENT (S) WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has received an application for a Shoreline Substantial Development permit. PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. The proposal is subject to environmental review and threshold dA) . determination under the State Environmental Policy Acct, Information on the proposal is available from the Jefferson County Permit Center Development Review Division, (621 Sheridan, Port Townsend, WA 98368, 379-4463 . Comments concerning the proposal must be submitted to the Permit Center by December 8, 1995 • 1140 Jefferson County Planning Department PO BOX 1220 Port Townsend WA 98368 (206) 385-9140 NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT POSTING INSTRUCTIONS In accordance with the Washington State Shoreline Management Act, public notice must be made of all developments proposed under its jurisdiction. Post the three attached notices on two 2 foot by 3 foot posting boards provided by this department in separate and conspicuous locations on or reasonably near the site of the proposed development by November 8, 1995. The clear plastic adhesive paper can be put over the notices after you mount them to the boards to protect them from the elements. The notices may be removed after December 8, 1995. Complete the affidavit, have it notarized, and return it to this office. If you have any questions, please contact this office. SDP95-0008 • N M AFFIDAVIT OF POSTING PUBLIC NOTICE WASHINGTON STATE SHORELINE MANAGEMENT ACT and the JEFFERSON COUNTY SEPA IMPLEMENTING ORDINANCE NO. 7-84 State of Washington) Count of Jefferson ) I , being duly sworn of oath say that I have postedee public notice posters on or near the site identified in the following proposed development description: •�wp PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. These thrto notices were posted in full compliance with the WASHINGTON STATE SHORELINE MANAGEMENT ACT (WAC 173-14-070) and the JEFFERSON COUNTY SEPA IMPLEMENTING ORDINANCE NO. 7-84 on , 199 , at (Signature of person posting notice) Subscribed and sworn to before me on this day of , 199 Notary Public in and for the State of Washington, residing in , Washington. My commission expires SDP95-0008 N S. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 NOTICE IS HEREBY GIVEN that Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPONENT(S) : WATERFRONT CONSTRUCTION PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Any person desiring to express their view or to be notified of the action taken on the application should contact the Jefferson County Permit Center Development Review Division, (621 Sheridan, Port Townsend, WA. , 98368, 379-4463 ) in writing of that interest by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. I. S. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 NOTICE IS HEREBY GIVEN that Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPONENT(S) : WATERFRONT CONSTRUCTION PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs . The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . Any person desiring to express their view or to be notified of the action taken on the application should contact the Jefferson County Permit Center Development Review Division, (621 Sheridan, Port Townsend, WA. , 98368 , 379-4463 ) in writing of that interest by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. S 00 Following is a notice of application for a shoreline substantial development permit. The proposal site is adjacent to your property. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division by December 8 , 1995. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, (621 Sheridan, Port Townsend, WA 98368, 379-4463) . Comments concerning this application should be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. } 414) Following is a notice of application for a shoreline substantial development permit. The proposal site is within your department's/agency's jurisdiction. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division byDecember 8, 1995. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, 621 Sheridan, Port Townsend, WA 98368 379-4463) . Comments concerning this application must be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. • • Public Notice US Army Corps of Application Seattle District Regulatory Branch for Permit Post Office Box 3755 Seattle, Washington 98124-2255 Public Notice Date: 21 November 1995 Telephone (206)764-3495 Expiration Date: 21 December 1995 ATTN: Jack Gossett, Project Manager Reference: 95-1-01600 Name: Hansen, John R. Interested parties are hereby notified that an application has been received for a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of March 3, 1899, for certain work described below and shown on the enclosed drawings. APPLICANT - Mr. John R. Hansen Post Office Box 1369 Port Hadlock, Washington 98339 Telephone (360) 385-7030 AGENT - Waterfront Construction 75 State Street Kirkland, Washington 98033 ATTN: Mr. Steve Zuvela Telephone (206) 828-3600 LOCATION - In Port Townsend, sec. 1, T. 29N. , R. 1W. , near Hadlock, Jefferson County, Washington. WORK - The applicant proposes to expand the existing marina, drive piling, install floats, adding approximately 62 new slips, and installing a sewage pump-out station. PURPOSE - Expand the existing marina. ENDANGERED SPECIES - A preliminary determination indicates that the activity will not affect endangered or threatened species, or their critical habitat, designated under the Endangered Species Act of 1973 . Formal consultation under Section 7 of the Act is not required. CULTURAL RESOURCES - Presently unknown archeological, scientific, prehistorical or historical data may be lost or destroyed by work to be accomplished under the requested permit. The work is not located on a property registered in the National Register of Historic Places. This public notice has been provided to the appro- priate State Historic Preservation Officer. PUBLIC HEARING - Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this applica- tion. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. EVALUATION - The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both pro- tection and utilization of important resources. The benefits which reasonably may OP 95-1-01600 be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic proper- ties, fish and wildlife values, flood hazards, floodplain values, land use, naviga- tion, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, con- siderations of property ownership, and, in general, the needs and welfare of the people. The U.S. Army Corps of Engineers (Corps) is soliciting comments from the public; Federal, State, and local agencies and officials; Indian tribes; and other interested parties in order to consider and evaluate the impacts of this activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition or deny a permit for the work. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the activity. ADDITIONAL EVALUATION - The State of Washington is reviewing this work for consis- tency with the approved Washington Coastal Zone Management Program. This proposal is the subject of Shoreline Substantial Development Permit No. 95-0008 being processed by Jefferson County. COMMENT AND REVIEW PERIOD - Comments on these factors will be accepted and made part of the record and will be considered in determining whether it would be in the best public interest to grant a permit. Comments should reach this office, Attn: Regulatory Branch, not later than the expiration date of this public notice to ensure consideration and refer to the following name and file number: Hansen, John R. 95-1-01600 Encl Drawings (4) 2 III • • • )1 ;la••A . I Ali • . K. ....d �©'•"m44444144 .1n•� • bays Pr • \ 1/ . • 1 ... , , IA wit t:,.., • . •`' ��_\ -/I -• - . IA :)B�V ISLA.• ` ,\ j. ` 1 e `r '1s4•t AMt STA T'. - . • 1 —.•.e—.r•— .' i \I-. LI • FOCI C.•eyy e %., \ Adn.iuhy Kr7.1...r.�{ Head Liihl 1 '., ,,�•.�, Fon 1 •�iey State Park `T- `.1 Interpenin, Ad.cr oily BlP North Brack ,d cm.,M!0/arty '` Counq hrk Pint witaow t Fkl \` -- - - r. t..,t \_ A•cCwti....7.. e..rAKryrT� ' �!Fo" "Bute hrk Bear- ~ _ -� �: ort N' fl l.rt To ►�TMv �� '==• Bute I,ry �'a'i"e Spence C«nw �.', .0 —_ •` •' ` + II S - 1. Tom—; • _ Port Townsend- �, F� 1 b = I z:i.`- -- 'hZ �l fieri«,en Countyt......_.f `�-' 1 /• f.. ..C.g .y..•c,e, - �., R..Agit 1 `4MINgl,ariul Museums `,`. + I i { 1 r. 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Romer Pont Latitude: 48° 01' 46" Longitude: 122° 44' 33" 95-1- 01600 PURPOSE: Expand existing marina IN Port Townsend DATUM: MLLW 0.00 Near: Hadlock ADJACENT PROPERTY OWNERS: COUNTY: Jefferson STATE: WA List available at Corps offices APPLICATION BY: Ray Hansen SHEET 1 OF 4 DATE: 11/8/95 . • _ 700'+/— 210'+/— _ — — -5\ \\ \ EXISTING FLOATING _ `—25' +/- 108' BREAKWATER TO EXISTING PILING ('�81 \ EXISTING PILING BE RELOCATED I BREAKWATER �� BREAKWATER �\-- ---. i= /"IIIIIMMIK A.==j7== — — — — EXISTING FLOATING LOGS — — — TO BE REMOVED EXISTING REVED FLOATING LOGS I — • 8'+/- 150'+/— TO BREAKWATER --- ..--• F-29+/— TYP I 0 6. —12'+/— TYP 4 6' PLACES 1111111111. l : : iji - - - 70 R. Hi- ll 8 +/ I _ E. 24TJ 1 111 1 ........ ----- - - - - - - - -III I , - - 3` — � �� / ' III! 162'+/— 1— 162'+� � �= EXISTING 5' X 60' i APPROX IF OF EXISTING FLOATS ` IIS GANGWAY — ——— — MLR/W. (00') f. 845'+/— TO HEAD OF PIER ; I'1 — " / = kmi _ IS XI ANG FLOAT �. EXISTING PIER ..-- • so i i on so so iGI N10 Is i N9 • 480' N8 TO HEAD OF PIER:Es N7 - -- - — E N6 - - - N5 - - - - me N4 . . . N. . . . LINE OF M.H.WME . On . N3 . • N2 so se is N1 . S1 . 2mo mi S3 . 95-1-01600 . 54I. S6 0 IN Port Townsend S7 S8 Near: Hadlock S9 COUNTY: Jefferson STATE: WA EXISTING CONFIGURATION APPLICATION B4• DATEHansen 11/8/95 SCALE 1'= 120' \ • • 700'+/— RELOCATED FLOAT/ 210'+/— RELOCATED FLOAT PROPOSED CONCRETE // EXISTING PILING PANEL BREAKWATER EXISTING PILING I /® BREAKWATER (SEE ENGINEER DETAIL) BREAKWATER `■ r r \...i—EV MIN em ''“7' ''')'ii'V `i�il/'771 //iiia 1 23'6"X64' f 6• / / }I 23'6'X64' q 20' — • 60' 6! L'23'6+X64' 20±a0'-, 54 ' 40 5. 23'6"X64' • n.p I 6 132'+/— 132'+/— TYP 75'+/— = 8'-4” 4.-4-77 T 32 PROPOSED —•-1 32' r-- -..-1E4._a" � —,.-6' 411 ADDITIONS 6•....,r i41 X40' I ., 80' J,r.I, . _ • ...........••••••111411..... — • -__,--�.-- . 80' L • I 34' 6' . i • • 1 J l 16'—' r j 1 --130'+/— IrrI 130'+/ —..1 1-- 50'• EXISTING 510• 60'+/— �— SECTIONS 60•+/_ r ' �. . . . . • - ,-1 i• 0, 25" : i : : i : a i r` 40' I i i i' : i : : r 40' f.• viii' ' __I Y 6 ii ' '.1.'.'. / rel - . 845'+/— 1' �• = 1 • i TO HEAD E. _ j I i. OF PIER I = ' J. �PROPOSED SEWAGE '�'.'.' .• 1 — PUMP—OUT . : . • - a a. {' ' ' I N 1 G r. 1 N9 a8o''�• N 8.I-- •�• •'• 'TO HEAD`OF PIER -�. ( 1 N7 N5 N6 !• _ 1. 1 N4 -�- ' 'I'I. •J LINE OF M.H.W. _ N2 N3 I _ Ni S4 S3 95-1-01600 S6 Sb 0 IN Port Townsend 1c8 S7 S9 Near: Hadlock EELGRASS TRANSECTS COUNTY: Jefferson STATE: WA APPLICATION BY: Ray Hansen & EELGRASS BED LOCATIONS SHEET 3 OF 4 DATE: 11/8/955 SCALE 1"= 120' • • DASAT TH LINESUBS REPRESENT FLO FLOTATION TUB LENGTH 5/8• GALV 8•-D' TYP 1 // THRU R ODS 1 ® / THRU RODS SOLID BLOCKING / 2'-4' 0/C TYP tz: ,mm,•••••--, ..........-4 71 >< ' II DOUBLE WALER �'� 440.0 L I re _ FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PILE 3X NAILER IF 2-1/Y GALV STEEL DECKING VINYL DECKING USED PILE HOOP THRU BOLTED TO FRAME ' WITH 1/2- BOLTS rillil 1-1/2" 5-1/8 X 9-1/2 CLU-LAM ` 1MI-.I-M-I-I---I--77I1---I--IM---- Z�� ` WALER +-... AI_I�—I=I_ ILVIOMCAilMlMM ,RII �/ SOLID BLOCKING FLOAT TUBS ' I � MPR GALV d `I' ,I COMPRESSION 1111.11- DOUBLE THRU RODS i 2' 0/C d p UTILITY RUN UNDER DECK i d OOUBLE WALERS 1 . 4I a I FOAM FLOTATION MOLDED PLASTIC SOLID BLOCKING ! j `, FLOAT TUB I i Il 4'-4"+/— SECTION inums. ami • II t 5/8- GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING 3X8 WALERS r 6't OR GLU-LAMS I t 1.,— I 2X4 FACIA Ii IXI 71 1111 >°• �� iio sir GALV ° ° SOLID BLOCKING COMPRESSION O 4 4 41 THRU ROOS d o d UTILITY RUN ° d c UNDER DECK 4 a ° 4 95-1-01600 O 4 • FOAM FLOTATION MOLDED PLASTIC IN Port Townsend FLOAT TUB I 6' +/— SECTION Near: Hadlock COUNTY: Jefferson STATE: WA NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAZED_ APPLICATION BY: Ray Hansen IN SHEET 4 OF 4 DATE: 11/8/95 4 • �a¢STA reop • Oy '4"1 lase STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV-11 • Olympia, Washington 98504-8711 • (206) 459-6000 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Notice of Application for Certification of Consistency with the Washington Coastal Zone Management Program Date: 21 November 1995 Notice is hereby given that a request has been filed with the Department of Ecology, pursuant to the requirements of Section 307(c) of the federal Coastal Zone Management Act of 1972 (16 U.S.C. 1451) , to certify that the project described in the Corps of Engineers Public Notice No. 95-1-01600 will comply with the Washington State Coastal Zone Management Program and that the project will be conducted in a manner consistent with .that Program. Any person desiring to present views on the project pertaining the project's compliance or consistency with the Washington State Coastal Zone Management Program may do so by providing written comments within 30 days of the above publication date to: Permit Coordination Unit Department of Ecology P.O. Box 47703 Olympia, WA 98504-7703 3 0 • S DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS FIRST-CLASS MAIL P.O. BOX 3755 US POSTAGE PAID SEATTLE, WA 98124-3755 SEATTLE WA PERMIT No. 4607 OFFICIAL BUSINESS ADDRESS CORRECTION REQUESTED JEFFERSON COUNTY PLANNING & BUILDING DEPT COUNTY COURTHOUSE PORT TOWNSEND WA 98368 • / 4r N eo JEFFERSON COUNTY PERMIT CENTER ER ,$ 621 Sheridan Street, Port Townsend, WA 98368 '1'91iING MEMORANDUM \p) ECN Dl rtArcz 0 r 1996 TO: Al Scalf, SEPA Responsible Official Jefferson County FIRE DIST. No. 1 FROM: Dennis Thomason, Associate Planner R C MAR 7 8 1996 DATE : February 26, 1996 JEFFERSON COUNTY PERMIT CENTE SUBJECT: Determination of Non-Significance; Substantial Shoreline Development Permit application, SDP95-0008. Applicant: Steve Zuvela/Waterfront Construction 75 State Street, Kirkland Washington, 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 The Department has provided the referenced threshold determination to the Department of Ecology, Agencies with jurisdiction, affected tribes, local agencies and has notified the public as required by the State Environmental Policy Act Rules per WAC 197-11-340 and 197-11-510 . Since publishing the DNS the permit center has received no letters from the public in opposition to the proposal . The comment period ended February 25, 1996. STAFF RECOMMENDATION C UntY Fire Dist.No. Retain the Preliminary Determinat 'on Je#ter -Significance issued February 8, 1996 No Comment BY— Building Environmental Health Develo,' .-i '-view Public Works Building Permits Septic Permits Subdi s�', oning :-. • .proach (360) 379-4450 Water Review & Shor:line -- Permits &Addresses Inspection Hotline (360) 379-4450 (360) 37614463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 • 410 FINAL DETERMINATION OF NON-SIGNIFICANCE RECEIVED AND LEAD AGENCY STATUS nn g FR, ��� s s99s SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT � t CASE NO. SDP95-0008 JEF€1 F{ +;fiW>JGI�NTY PEWIT L'=Pd? t' PROPONENT(S) : WATERFRONT CONSTRUCTION E '- 1996 Jefferson Go .=4 NOTICE IS HEREBY GIVEN that Jefferson County has issued a final FIRE DIST. No. 1 determination of non-significance (DNS) under the State Environmental Policy Act rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required. This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division and comments submitted in response to the preliminary determination of non- significance issued on 02/14/96. There is no additional comment period. Any appeal of this determination on the basis of non-compliance with the provisions of Chapter 43 .210 RCW (State Environmental Policy Act) must be submitted in writing on or before 5:00 P.M. on March 9, 1996. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center (621 Sheridan, Port Townsend, WA. 98368, 206-379-4463 . Jefferson County Fire Dist. No. 1 No Comment By: ., Date: �� 7(9 (2 MAR-14-1996 13:07 MADRONA PLANNING 360 379 0131 P.01 • • MADRONA FL ANNIIVO&DEVELOPMENT SERVICES 607-A Tyler Street Pert"Townsend, Well 98368 Phone 360.379.8151 Fax 3tt60.579.O131 e•xuail reaelrona@olumpus.net Q Facsimile - Pages: . Fax No.: c.'i 9 - 4315/ ❑ Transmittal 0 Hand Delivered To: 1" - 7A7/Y7aL567i Date: Re: D. /9 . /v7Z/7-5 e'lc fir - ti nor Sere,- H c 'Dem; ( a vz• 'tn &ion 36,o. 30 r - t 1cj0u. Actue__ . l • • FINAL DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has issued a final determination of non-significance (DNS) under the State Environmental Policy Act rules (Chapter 197-11 WAC) for the following project: PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs . The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required. This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Permit Center, Development Review Division and comments submitted in response to the preliminary determination of non- significance issued on 02/14/96. There is no additional comment period. Any appeal of this determination on the basis of non-compliance with the provisions of Chapter 43 .21C RCW (State Environmental Policy Act) must be submitted in writing on or before 5:00 P.M. on March 9, 1996. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center (621 Sheridan, Port Townsend, WA. 98368, 206-379-4463 . • • <. �,g �gON 00 i _ JEFFERSON COUNTY PERMIT CENTER $ $ 621 Sheridan Street, Port Townsend, WA 98368 1`SFIINc ° MEMORANDUM TO: Al Scalf, SEPA Responsible Official FROM: Dennis Thomason, Associate Planner DATE : February 26, 1996 SUBJECT: Determination of Non-Significance; Substantial Shoreline Development Permit application, SDP95-0008 . Applicant: Steve Zuvela/Waterfront Construction 75 State Street, Kirkland Washington, 98033 Proposal: The proposal is to modify the existing breakwater and construct an addition to the existing marina. Location: 310 Alcohol Loop Road, Port Hadlock, WA 98339 The Department has provided the referenced threshold determination to the Department of Ecology, Agencies with jurisdiction, affected tribes, local agencies and has notified the public as required by the State Environmental Policy Act Rules per WAC 197-11-340 and 197-11-510. Since publishing the DNS the permit center has received no letters from the public in opposition to the proposal . The comment period ended February 25, 1996. STAFF RECOMMENDATION Retain the Preliminary Determination of Non-Significance issued February 8, 1996 Building Environmental Health Development Review Public Works Building Permits Septic Permits Subdivision, Zoning Road Approach (360) 379-4450 Water Review & Shoreline Permits Permits &Addresses Inspection Hotline (360) 379-4450 (360) 379-4463 (360) 379-4450 (360) 379-4455 1-800-831-2678 FAX: (360) 379-4451 • • (. SDP95-0008 PAGE 2 Final Determination of the Responsible Official : I have reviewed and considered the comments received regarding the referenced threshold determination. It is my determination to: Retain the referenced threshold determination. Modify the referenced threshold determination. Wit draw the referenced threshold determination and make a Determj .11110.n and make a Determination of Significance. •., 4 , / 2. Z 7 CA Al S alf, Res .n-ible SEPA official pDa e • • Following is a notice of application for a shoreline substantial development permit. The proposal site is adjacent to your property. If you have any - questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division by December 8, 1995. NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION )SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN that Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, (621 Sheridan, Port Townsend, WA 98368, 379-4463 ) . Comments concerning this application should be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. • • Following is a notice of Determination of Non-significance. The proposal site is within your department's /agency's jurisdiction . If you have any questions or wish to comment on proposal, please write or telep n Jefferson County Permit Center, Development Review Division by February 28, 1996. Jefferson County Fire Dist.No. t No Comment NOTICE OF DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS CASE NO. SDP95-0008 BY;s= t c. : '`�i'7=� PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS Date: 2_// '`� HEREBY GIVEN that Jefferson County has issued a determi of non-significance (DNS) under the State En (Chapter 197-11 WAC) for the following project: n a1 olicy Act Rules PROJECT DESCRIPTION: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall . LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. Jefferson County has determined that the above-described proposal would not have a probable significant adverse impact on the environment. This decision was made after review of a completed environmental checkl '1 other information on file with the Jefferson County Permit Center, st and Development Review Division. Copies of the DNS are available to the public upon request from the Jefferson County Permit Center, 621 Sheridan, Port Townsend, WA., 98368, (360) 379-4463 . Comments must be submitted to the Permit Center no later than 5:00 P.M. on February 28, 1996. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. m 11 T l' " L till FEB 2 61996 \ EFFERSON COUNTY DEC 28 '95 07:32PM WASH ST Dt=r'I t 15t16W1LDLlrt 1&114 ar State of Washington DEPARTMENT OF FISH AND WILDLIFE Maillrio Address: 600 Capital Way N•Olympia,WA 98501•1091 •(360)902.2200.TOO(380)902 fl07 Main Ofhee Location: Natural R€soUPceb BOON■ 1111 Wallington Strom SE•Olympia,WA • 11W 4r December 28 , 1995 Steve Zuvela 0/0 Waterfront Construction ATTENTION: John Hansen 75 State Street Kirkland, Washington 98033 SUBJECT: Hydrau1iC Project Application Marina Addition - Port Townsend Bay, Tributary to Puget Bound, Section 01, Township 29 North, . Range 01. West, Jefferson County, Corps Log No . 9.5-S1600-03, WRIA 17 .KARI Dear Mr . Zuvela : The Washington Department oFrojeath and wildlife ApglicationFW) received on September the above-referenced Hydraulic 19, 1994, but we are unable- to complete,^ processing atthis time for the following reason(S ) t1 State Environmental Policy Act (SEPA) - Compliance with SEPA is required by law prior 'to issuance of the Hydraulic Project Approval. Please contact your local city or county planning department fox information regarding SEPA procedures . Aa soon as.the SEPA process. has been completed, please provide written. notifieation of compliance, from your local jurisdiction, a o 'that your application may be processed in a timely wanner . As soon as SFpA is final, 'WDFW is prepared to issued the HPA for this project . Ifnecessary, `we are prepared to issue the HPA conditioned to account for comments regarding the shellfish prohibition tone from the Dept . of Health, thiss. is the only ether unresolved issue. Thank you for your cooperation on this project . • • • • :c. • , DEL c ''J 0(•.. .r-1 I Wi-irl 0 - , , . .. •i. . . - , ., • 3 111 . 4 = 4 R Steve Zuvela . .- . December 28, 1995 _ . Page 2 - • Your proposal is placed on hold until 'we receive the above- identified informatiOn. Your; application will be processed after the information has been received. We appreciate your cooperation in our efforts to protect, perpetuate and manage the fish resources of the state of Washington. If you have any questions regarding the statue of your application, please call me at ( 360 ) 895-4757 . • . 1W io : ' + , lohn Boettner Area Habitat Biologist • ,, f.-_,. • . . , -, • : • . • „, Habitat Program 3. . . • . . 1 . • i %• . , JB: jb: 20 :Dec95 1 ' • , . cc: DaVe, Oufler, WDFW , • Tim .Flint, WDFW Jeffree Stewart, DOZ . = _ Dennis Thomason, Jefferson County. Planning Jack Gossett, COE --.;,, -- ,.. k • 3 . John Hansen, Post OfficeBox 1389, Port Hadlock, WA 98339 . • . . . . • . . . . ,... . _. • _ . ..L , . . . . , . • , . , • . : . . .. ... •'. . . . • • • • . , . • ,, • . • , . . . . - . . . -- , -. . . , . . . . . . ... , , • . • • Following is a notice of application for a shoreline substantial development permit. The proposal site is within your department's/agency's jurisdiction. If you have any questions or wish to comment on the proposal, please write or telephone the Jefferson County Permit Center, Development Review Division byDecember 8 , 1995. RECC. IVED OCT 31 1995 NOTICE OF APPLICATION AND PENDING THRESHOLD DETERMINATION OLYIWIIU H.G/ON SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT CASE NO. SDP95-0008 PROPONENT(S) : WATERFRONT CONSTRUCTION NOTICE IS HEREBY GIVEN Jefferson County has received an application for a shoreline substantial development permit in compliance with the Jefferson County Shoreline Management Master Program. The proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA) . PROPOSAL: To modify the existing breakwater and construct an addition to the existing marina. The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. Information on the proposal is available from the Jefferson County Permit Center, Development Review Division, 621 Sheridan, Port Townsend, WA 98368 379-4463 ) . Comments concerning this application must be submitted to the Permit Center by December 8, 1995. LEGAL DESCRIPTION: Parcel 901 014 007 in Section 1, Township 29 North, Range 1 West, WM. The property is located at 310 Alcohol Loop Rd in Port Hadlock. state Eoportment of Transportation OLYMPIC REGION DEVELOPMENT REVIEW - , _} NO COMMENT By: Date: ./ ,/f/1:5--- • s 111 KaI Soe y i reedit • - .1 il)rnk,rtarr,,aksa 34-, . tapar y ♦ I i---It "I.."td ! `r � r 6I \♦ •N Jot Pm* + / t /\ -96 . N 'pN Na.r---------------- N yMrs.Una" t e. , K .tr -,` '? KAI)B�V ISLAA _ _�� -��-� 'S'�,. ` -- .`' ••. \ r\Ir'1L'AIRSTAT'.. • ` tact p '. •. \• Fen Cave" n� Head Light T� ,•• ♦ .�r xy State Park 's Fon • •‘,,s ' Interpretne/ AJ.c°raty Soy . *idCenter"admiralty f" CovNoret Beach Point Wilson Light 1'. ', E Y tt 1 ` -Coast Att.I�P Y+ '!Fat Worden State Park Bac7r./. 1 _ • McCurdy Point. ak rn it Putt Townsend 7 ort N'w.-..n -• it Marine Stance Center ,' 4- t'�.. tD-.--. MtIJTARV Rt3�� .r-�4• a Stilt hr _ P1' ♦ ,---_ - _ _ , ....4‘ �' ` ISI Port Townsend�Ee' - __ - �I I 10 __ /. A , _ 1 .`- - tiN• 1Iefferwn County `\.•, + iI -C ' S ••aan.cslsr • - -.r R Rf�c it (IIIIHluorial.Muuuru I c GE # �1 Port Townaend-Keystone Ferry uKE wtRC.G 1C M,RES . '3 �• 1 ; TARGET R...�Cf _....-1.\._ - _...a \`- 7.e : G� G•�Q Marrowtone Point , i '' r' 4ae r — CjV �L'[hl s r eit� —a•� I / i. i Mm...,.M ' � ' • ---�-I - • eta\.7-3 ��� ort Fla[In State Park ; _ q. ,.�:1�-_i:11:1 I ,, c...^gc ^ I1 qb -' Ir1 :�Q i •• --'4- `71 73 9 I TIa ,.co...o n- \ j �`t'I 010 fon Town / , ( - "� 1. ..-- S- IState Park.� �' �.a-O -� 1 r J `� I. r �ranpl n �I-m r- r La oonr_l 2 1 I yomr' 4r- i '1st 1 ç:i= O !I L1, f : ?I I` ' v •, USS.. a \ I • _ RESERt♦^O\' �-. •'�, r , _ lere•so^Co,.-ty ` / - 4. it(ry Bay State Park I ^ :OSi purr- Kari Pr _tel D'. .h•:,.r 1 �' `\ Etat Buch County Park I ISuuS i C/ 2' R., '� Contrasts,: Addma \ our Corners r• U.r , i .0)Stale Park 8esck. ` -I ocdtarrd /o.nr IKey.nes[teach) 11 'o°\ . Gan. ,• rt.` i :t . Al L ��s\\Jroedele- _ Pomt 7, 1 • `Kay • s r re -y r �1 A l /'r ' m-1, ! r�Y Jai/onion EZ�` �_ !t!r► t Both P`nt g - ', o'.. rlkr O r i .� I s L� ht �� i Noeute ti) ,�_---' •�- j S�IE�e )•\�.-•�abr. b.L1P.,n. T� ; suss P.�nr c I .v °. fir. asder4 a F2]1a,u`o,ne 1. 7AkJJ i 11--t9 • K 1.111,0004 1 I 1..0.7 9 t° O I' 46�t 1ON: 12.2° ' ' 31" SEC.: l Tw494P: ea) N R N6: i w Figure 1 0 x 4 RECEIVED -nOKT HA.flL cLK INN is MARINA OCT 31 1995 JEFFEPS ;k COUNTY PLANNING DEPARTMENT TMENT • • 700'+/- 108 EXISTING FLOATING r- - - - \ EXISTING PILING BREAKWATER TO BREAKWATER BE RELOCATED BREAKWATERING 81' 25' +/- 4 \-177!\ • • ��_ - - - - - -- C EXISTING FLOATING LOGS EXISTING FLOATING LOGS TO BE REMOVED TO BE REMOVED - 8'+/_ __ � 150'+/- TO BREAKWATER _ L - TYP -1 4E10 6' TYP 4 PLACES ��61 12'+/- - __ OUTSIDt 11 gp, - - -- - FLOATS - - - - - - 160'+ - - -_- - - - - - - - -t- - - 160'+/- _ 70' - - - f 26'+/- I 6 . -8' +/- i __ --- 62'+/- 162'+/- ..- // i EXISTING FLOATS = EXISTING 5' X 60' / 845'+/- GANGWAY -- -- i TO HEAD OF PIER -- M.LLAPPROXW. (O.LOC0')OF i XISTING FLOAT / EXISTING PIER i r r i/ N 1 0 N9 480' TO HEADOF PIE ____--/ N8 N7 __ - - - N5 N6 N4 Q' N3 LINE OF M.H.W. R°M'95 __ N2 10' - Ni S2 Si = FIGURE 1 S3 - S4 _ S6 S5 WATERFRONT S7 0 S8 CONSTRUCTION COMPANY INC, S9 KIRKLAND, VA PH, 206-828-3600 PURPOSE: EXISTING CONFIGURATION SCALE: 1"= 120' PAGE: 1 OF DATE: 8-23-95 • i - 700'+/- RELOCATED FLOAT 210'+/- RELOCATED FLOAT PROPOSED CONCRETE /J 1EXISTING PILINGR PANEL BREAKWATER EXISTING PILING / /BREAKWATE (SEE ENGINEER DETAIL) BREAKWATER r8' MIN ■ a ■ d a a e 23'6"X64' 1 8• 23'6"X64' 60' k 20'—40'- 54' =40' 54' ' 20' n 60' 1 23'6!X64' ;� _J , 23'6"X64' 1 1 « 1 1 4'4'•j L_6' -.7L-4'_4" --•-,L. 4•_4" f-6' 4,4'.J 7yp 132'+/- 132'+/- - TyP 75'+/- 8'-4" PROPOSED 6'--,'"- 4*-4"77 32 I( � -� 32' r- 4 6 , ADDITIONSI 0 r 40' ;1 I 80' , AI 4, AI -- _ _,__.--- . 80' L . 34' 6' = i • i i i i i ! J , • i i i /j 1- -130'+/--"i 16 — 50'• -EXISTING 50' 130'+/- -� 60'+/- �- I SECTIONS j - 60'+/- r- ' 25' i i i i = i I i 40' i i i i = i i i i 4O' .-.--..•-•.•-.••.. Iii Iii _ _ ' — ___. _ -�-_ = ii iii ■ • 3t I i i • ■ pp. — . . . . • . . • • . . . • - .. . . . . . II . . . . ..• B - Y . . . . .. . . •.•.... • . . . . . . . . . . . . . . . " . " . . . . " 845'+/- L.--; - • TO HEAD - • : :•:• OF PIER '• ' _ - - \-PROPOSED SEWAGE PUMP-OUT N10 N9 N8 TO HEAD OF PIER` N7 . . 4 N5 N6 S�Q: R Z�Ig5 sol LINE OF M.H.W. ' - N 3 . N2 . -- Ni Si = FIGURE 2 2 - S3 ' S6 SS S4 , p WATERFRONT LitL�FRO S8 S7 CONSTRUCTION COMPANY INC. S9 KIRKLAND, WA PH 206-828-3600 EELGRASS TRANSECTS PURPOSE: & EELGRASS BED LOCATIONS SCALE: 1"= 120' PAGE: 2 OF DATE: 8-23-95 • DASH LINES REPRESENT FLOAT TUBS FLOTATION TUB LENGTH 5/8" GALV 8•-0" TYP ^ COMPRESSION �n�\ THRU RODS 1\ /- SOLID BLOCKING 'j2-4' 0/C TYP IDOUB / f>>i<< LE WALER // /•%,••%."..•0%°>._ <.../...".......' .•..•.••,• 0,..0..%." 1 3► // Imo, / �• ,. FLOAT TUB W/ STYROFOAM BLOCK & PLYWOOD CAP 6' FLOAT DETAIL PILE 3X NAILER IF 2-1/2" GALV STEEL DECKING VINYL DECKING USED RILE HOOP THRU ' BOLTED FRAME WITH WI1/2"2" BOLTS (lel 1 1/2 5-1/8 X 9-1/2 GLU-LAM ` [.�i1 I!!. .. WALER �_.N 4� AI�I\�I�I� �� O 0 Il�l.�.41R1t1IIii."" r II' 5/8" GALV A d SOLID BLOCKING FLOAT TUBS �' COMPRESSION THRU RODS UTILITY RUN 2' 0/C 4 4 UNDER DECK DOUBLE WALERS 4 • 4 SOLID BLOCKING III FOAM FLOTATION MOLDED PLASTIC FLOAT TUB 4'-4"+/- SECTION -Ililvll ilmi 111 5/8" GALV STEEL COMPRESSION THRU RODS PILE HOOP DETAIL 3X NAILER IF VINYL DECKING USED 2X6 DECKING 3X8 WALERS 6't . rifflPriii MT FII-'A WA I Iii at vivramm.ririmmmvrio 10/ 5/8" GALV ° A a a _' SOLID BLOCKING COMPRESSION ° a ,l THRU RODS d UTILITY DECK PROPOSED: ° a a d ° PORT HADLOCK INN & MARINA °° A NEAR HADLOCK, PORT FOAM FLOTATION MOLDED PLASTIC TOWNSEND BAY FLOAT TUB IN: 6' +/- SECTION AT: COUNTY OF: KING STATE: WASHINGTON APPL. BY:RAY HANSON NOTE: ALL HARDWARE TO BE HOT DIPPED GALVAINZED. PAGE: 4 OF 4 DATE: 9-1 1-95 • AUTOMATIC COVER SHEET DATE : APR- 3-96 WED 15 : 05 TO : FAX # : 1040013603794451 FROM WATERFRONT CONSTRUCTION FAX # ; ] 2068278386 12 PAGES WERE SENT ( INCLUDING THIS COVER PAGE ) WATERFRONT CONSTRUCT!. INC. P.O. Box 3208 104:0E0G(11) KIRKLAND, WASHINGTON 98083 LETTER (206) 828-3600 Date 10/25/95 To Jefferson County Planning Deptl Rjo [ I Subject Hadlock Marina Project Attn: Dennis Thomason OCT2T1996 RECEIVED OCT 31 1995 Dennis :JEFFERSON N QQUNTY PLANNING.DEPARTMENT Here are the latest drawing revisions that show the correct configuration of the existing pier and how it relates to the breakwater wall and the pontoon floats. Also we have revised the proposed configuration to provide 4 slips for boats up to 64' . The center finger additions have the slips widened to allow for wider boats. The proposed configuration still fits inside of the lease area and the existing envelope surrounding the existing marina. If you have any questions, comments or need additional information please call me at 206-828-3600. Thanks, Please reply ❑ No reply necessary SIGNED Steve Zuvela ,N 40%Pre-Consumer Content •10%Post-Consumer Content 12'.'06,'95 ,= :�=� DEFT. OF ECC_0130011 • ion '1 % 1y SPATE OF WASHINGTON DEPARTMENT OF ECOLOGY Au, Box 47600 • O1rmpla, tiVa>hlnslun 90104•T000 ' r/I) G000 • 1D Oi,!y (1lc los lmpalrcd) (206)407 6006 December 6, 1995 Mr. Dennis Thomason Yet fereon County Permit Center 621 Sheridan Street Port Townsend WA 98368 Dear Mr. Thomason: Thank you for the opportunity to comment during the prwthreshold consultation for the modification of a breakwater, the construction of an addition to the marina, the relocation of floats to the outside of the breakwater wall to replace the floating logs, and the expansion of the marina to create 68 mooring slips, located in Port Townsend Bay at 310 Alcohol Loop Road, as proposed by Mr. Ray Hanson. We reviewed the environmfent.es], checklist and have the following comments. 1. A Federal 404 and/or a Section 10 permit may be needed. 3 . .ce. a_a 401 water Quality nokrttificat..ien andJor a Coastal Zone Management (CZM) consistency determination may be needed. 7 . A water Quality Modification may be required. 4 . The proposed "concrete panel" breakwater must be better characterized to determine all applicable permits. x . e'*= onimend that additional information be provided for p-1 review and comment prior to issuing any permits or approvals for this project. The site plan we revieweddid not include the ordinary high water mark as it relates to tha various activities proposed. Site plans are most helpful when they include some indication of existing vegetation and topvytaihx, as well as how theme would be changed during construction. Cross sections which illustrate how existing and proposed breakwater configurations would appear from the water would also be helpful. 6. It is our understanding that this project is associated with other development plans, and to avoid piecemeal development ec7ncek ns, we request that the county mdhe every efto .t to consider the project and its impacts c1- - prehensively. 12 D6i95 ©:�3 DEPT. OF ECOLOGY 0212 Mr. Dennis �'homason December 6, 1995 Page 2 If you have any questions on comments 1 through 4, please call Ms. Maria Peeler with our Permit Coordination Unit at (36O) 407-6917 . For questions on comments 5 and 6, please call Mr. Jeffree Stewart with our Shorelands -program at (360) 407-6521. Sincerely, (xi :4,400w Elizeth J. Phinney Environmental Review ESP: 95-8071 cc: Maria Peeler, CP Jeffree Stewart, SWRO Abbe White, SWRO .0 • • . )'? 1 tg"elikA,------- -- i------- )y AA,,jviViZ.L-- J � � \.\--- ''--L'l_-& ThC-' 1-1-13 t''N -. 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CD6-4 , p(46-e-- --A_)2../rtc,,, =t- 64:9-1-' vt/6 6-4' ptA_Juc,,, f2,..w.,..4 izowec_.4,-1_ w x _______ 'Yr ("1' _ ._ sfz...e e(L.11_4_,_w—.1/41e_ P.6.,:-_17 ___ .., ba-e-4"-- 1,1/4_7-1t4 a/4_ t-c-e----7--:- ir----(---1-1- 7 e-0-6,4/--,..-t.--e.,z 7 ".1 ' 1te . 3 VI, ‘1,1_,_,_,) 6i, �U_ 1 � / .4_100 I 1Ls-4- ii,,4- 17j.'CC faj2'L5r ,jC ),-- -C-- e-A ( .5 ------ .,-- .,------\ 1 /7, -a-"Lic__ t./4 (''11/-'*.A la---/ 4-.L.e j,:=7 a/J- CL. ,,,,,,' 7 /4, ' 7 • 9 54,- .4 Z .. /-'73 . f te;_ticx_ L4_ '- '., 02 ;,a 9 2 '—r gt--e- Vr s- ___1C------------&----4-177 77 ° cA--c fac:Lc_e__,. - 9D . J-1 . o20 I [7.: S.-, "I ! /,./6_,LAi 1/4-67 o---Ij-‘' , rira 1 61""' i - 7 lit.e--- j„,,,i ,. 734 11 ,--P H Ii/16-11 e--4-<-'1 / , II ‘-(4-'' -- ii,,,,,,. a ----,/ C,-kA:(, ( 7/ la,, L h yAi,... il - — 0-6--e-e kat- h e sD f,,,, A,_,,,i_ _.._.._._.. rte, 4 -�- _ RECEIVED JEFFERSON TITLE COMPANY AUG 311995 WATERFRONT CONSTRUCTION The following is a 300 ft radius ownership listing of properties surrounding the highlighted portion on the map attached. It is based on Jefferson County tax records and no search has been made to the sufficiency of title or the extent of encumbrances thereon and no liability is assumed for errors and omissions, if any. JOHN R. HANSEN P.O. BOX 65332 931 800 101 JEANNE B. HANSEN PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 1 LTS 1, 2 & 3 JOHN R. HANSEN P.O. BOX 65332 931 800 703 JEANNE B. HANSEN PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 7 LOTS 3, 4, 5, 6 & 7 JOHN R. HANSEN P.O. BOX 65332 931 800 704 JEANNE B. HANSEN PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 7 LOT 8 JOHN R. HANSEN P.O. BOX 65332 931 800 705 JEANNE B. HANSEN PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 7 LOT 9 JOHN R. HANSEN P.O. BOX 65332 931 800 706 JEANNE B. HANSEN PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 7 10 TO 12 JOHN R. HANSEN P.O. BOX 65332 931 800 707 PORT LUDLOW, WA BAY VIEW TO HADLOCK 98365 BLK 7 LOT 13 LESS RD R OF W JOHN R. HANSEN P.O. BOX 65332 931 800 805 PORT LUDLOW, WA BAY VIEW TO HADLCOK 98365 BLK 8 LOTS 12 THRU 16 (LS R/W IN LT 12) P.O. Box 256 • 2205 Washington Street, Port Townsend, WA 98368 Phone (360) 385-2000 FAX (360) 385-6967 �► • JOHN R. HANSEN P.O. BOX 65332 901 121 007 JEANNE B. HANSEN PORT LUDLOW, WA S12 T29 R1W 98365 TAX 23,24 JOHN R. HANSEN P.O. BOX 65332 901 014 003 JEANNE B. HANSEN PORT LUDLOW, WA S1 T29 R1W TAX 19 & 98365 TL TAX B-2 JOHN R. HANSEN P.O. BOX 65332 901 014 006 JEANNE B. HANSEN PORT LUDLOW, WA S1 T29 R1W TAX 31 98365 (LESS PHASE I OF BLUE HERON POINT CONDOS) T.L. TAX B4, B5, & B8 JOHN R. HANSEN P.O. BOX 65332 901 014 007 JEANNE B. HANSEN PORT LUDLOW, WA S1 T29 R1W TAX 23 98365 ,(ENLG BY TAX 30) T.L. TAX B9 W/SUBJ TO EASEMENT JOHN R. HANSEN P.O. BOX 65332 962 700 041 JEANNE B. HANSEN PORT LUDLOW, WA IRONDALE AC TRACTS 98365 37 JOHN R. HANSEN P.O. BOX 65332 962 700 042 JEANNE B. HANSEN PORT LUDLOW, WA IRONDALE AC TRACTS 98365 38, 39, 40 JOHN R. HANSEN P.O. BOX 65332 962 700 115 JEANNE B. HANSEN PORT LUDLOW, WA IRONDALE ACRE 98365 TRACTS 35 & 36 JOHN R. HANSEN P.O. BOX 65332 932 800 016 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 16 (PHASE I) JOHN R. HANSEN P.O. BOX 65332 932 800 017 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 17 (PHASE I) JOHN R. HANSEN P.O. BOX 65332 932 800 018 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 18 (PHASE I) JOHN R. HANSEN P.O. BOX 65332 932 800 019 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 19 (PHASE I) • S JOHN R. HANSEN P.O. BOX 65332 932 800 023 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 23 (PHASE I) JOHN R. HANSEN P.O. BOX 65332 932 800 024 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 24 (PHASE I) JOHN R. HANSEN P.O. BOX 65332 932 800 025 JEANNE B. HANSEN PORT LUDLOW, WA BLUE HERON POINT 98365 CONDOMINIUMS UNIT 25 (PHASE I) RAY HANSEN P.O. BOX 1369 932 800 026 JEAN HANSEN PORT HADLOCK, WA BLUE HERON POINT 98339 CONDOMINIUMS UNIT 26 (PHASE I) CHARLES C. STEWART P.O. BOX 38 931 800 104 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 1 6, 7, 8 JOHN MODISPACHER P.O. BOX 477 931 800 105 JOY MODISPACHER PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 1 LOT 9 CHARLES C. STEWART P.O. BOX 38 931 800 106 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 1 10, 11 STEPHEN J. STREAKER P.O. BOX 180 931 800 107 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 1 LOTS 4 , 5, 12 & 13 CHARLES C. STEWART P.O. BOX 38 931 800 108 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 1 14 TO 16 JEFFERY W. JOHNSON 1906 AURORA AVE N 931 800 201 SEATTLE, WA 98109- BAY VIEW TO HADLOCK 2701 BLK 2 1, 2, 3 JEFFERY W. JOHNSON 1906 AURORA AVE N 931 800 202 SEATTLE, WA 98109 BAY VIEW ADD TO HADLOCK BLK 2 LOT 4 JOHN MODISPACHER P.O. BOX 477 931 800 203 JOY MODISPACHER PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 2 LOTS 5 & 6 • • JOHN MODISPACHER P.O. BOX 477 931 800 204 JOY MODISPACHER PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 2 LOT 7 JOHN MODISPACHER P.O. BOX 477 931 800 205 JOY MODISPACHER PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 2 LOT 8 (LESS R/W) , VAC MAGNOLIA ST ADJ H. P . BROWN 367 SLOCUM ROAD 931 800 207 of T BROWNE, JR N. DARTMOUTH, MA BAY VIEW TO HADLOCK 02747-3235 BLK 2 LOT 10 LESS R OF W TIMOTHY J. WALKER 17871 QUINTANA LANE 931 800 208 HUNTINGTON BEACH, BAY VIEW TO HADLOCK CA 92647-6673 BLK 2 11 WILLIAM N. STANLEY P.O. BOX 73 931 800 209 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339-0073 BLK 2 LOTS 12 & 13 WILLIAM N. STANLEY P.O. BOX 73 931 800 210 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 2 LOT 14 FRED MARGGRAF, JR. 20 CHIMACUM CREEK 931 800 211 DR BAY VIEW TO HADLOCK PORT HADLOCK, WA BLK 2 LOT 15 98339 FRED MARGGRAF, JR 20 CHIMACUM CREEK 931 800 212 DR BAYVIEW TO HADLOCK PORT HADLOCK, WA BLK 2 LOT 16 98339 PETER E . WALKER 5812 PINON DR 931 800 301 HUNTINGTON BCH, CA BAY VIEW TO HADLOCK 92649-4928 BLK 3 1 & 2 JEANNETTE M. WILSON 1707 JACKSON 931 800 503 PORT TOWNSEND, WA BAY VIEW TO HADLOCK 98368 BLK 5 LOTS 7 TO 16 JEFFERSON COUNTY P.O. BOX 1220 931 800 601 COURTHOUSE PORT TOWNSEND, WA BAY VIEW TO HADLOCK 98368 BLK 6 LOTS 1 THRU 5 (LS PTN N OF OLD FLAGLER RD. ) • • HARVEY J. MINNIHAN 3659 OAK BAY ROAD 931 800 602 CO PORT HADLOCK, WA BAYVIEW TO HADLOCK 98339 BLK 6 LTS 6 TO 13 & PTN VAC LINDEN ADJ LTS 8&9 LESS R/W JEFFERSON COUNTY P.O. BOX 1220 931 800 603 COURTHOUSE PORT TOWNSEND, WA BAY VIEW TO HADLOCK 98368 BLK 6 LOT 14 LESS R/W JEFFERSON COUNTY P.O. BOX 1220 931 800 604 COURTHOUSE PORT TOWNSEND, WA BAY VIEW TO HADLOCK 98368 BLK 6 LTS 15, 16 & PTNS VAC MYRTLE & MAGNOLIA STS ADJ JEFFERSON COUNTY P.O. BOX 1220 931 800 605 COURTHOUSE PORT TOWNSEND, WA BAYVIEW TO HADLOCK 98368 R/W IN BLKS 6, 7, 8 BLK 6 LOTS 6-8, 10- 13 BLK 7 LOTS 1, 2, 14, 15 JOHN MODISPACHER P.O. BOX 477 931 800 607 JOY MODISPACHER PORT HADLOCK, WA BAYVIEW TO HADLOCK 98339 BLK 6 LOTS 1 & 2 (N OF OLD FLAGLER RD) , VAC MYRTLE ST ADJ HARVEY J. MINNIHAN 3659 OAK BAY ROAD 931 800 701 CO. PORT HADLOCK, WA BAYVIEW TO HADLOCK 98339 ELK 7 LOT 1 & PTN VAC LINDEN ADJ LESS R/W HARVEY J. MINNIHAN 3659 OAK BAY RD. 931 800 702 CO. PORT HADLOCK, WA BAYVIEW TO HADLOCK 98339 ELK 7 LOT 2 (LESS R/W) BEVERLY A. BENDER 999 E. VALLEY BLVD 931 800 708 #78 BAYVIEW TO HADLOCK ALHAMBRA, CA 91801- BLK 7 LOT 14 (LESS 5206 R/W) BEVERLY A. BENDER 999 E. VALLEY BLVD 931 800 709 #78 BAYVIEW TO HADLOCK ALHAMB RA , CA BLK 7 LOT 15 (LS 91801-5206 R/W) • I HARVEY J. MINNIHAN 3659 OAK BAY RD 931 800 710 CO. PORT HADLOCK, WA BAYVIEW TO HADLOCK 98339-9730 BLK 7 LOT 16 & PTN VAC LINDEN ADJ JEFFERY W. JOHNSON 1906 AURORA AVE N 931 800 801 SEATTLE, WA 98109 BAY VIEW TO HADLOCK BLK 8 1 & 2 JEFFERY W. JOHNSON 1906 AURORA AVE N 931 800 802 SEATTLE, WA 98109 BAYVIEW TO HADLOCK BLK 8 LOT 3 (LESS R/W) JEFFERY W. JOHNSON 1906. AURORA AVE N 931 800 803 SEATTLE, WA 98109 BAY VIE[ TO HADLOCK BLK 8 LOT 4 LESS RD R OF W KENNETH I . MCMILLEN P.O. BOX 365 931 800 804 PORT HADLOCK, WA BAY VIEiiI TO HADLOCK 98339 BLK 8 7 TO 10 LESS RD R OF W IN 10 KENNETH I . MCMILLEN P.O. BOX 365 931 800 806 GRACE Y. MCMILLEN PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339 BLK 8 LOTS 5&6 (LESS R/W) KENNETH I . MCMILLEN P.O. BOX 365 931 800 807 PORT HADLOCK, WA BAY VIEW TO HADLOCK 98339-0365 BLK 8 LOT 11 (LESS PTN LY N OF CO RD) FRED W. MCILROY JR 18140 MARINE VIEW 931 800 903 DR BAY VIEW TO HADLOCK SEATTLE, WA 98166 BLK 9 LOTS 4, 5, 6 LESS RD R OF W IN 6 FRED W. MCILROY JR 18140 MARINE VIEW 931 800 904 DR BAY VIEW TO HADLOCK SEATTLE, WA 98166 BLK 9 LOTS 7 & 8 (LESS R/W) BARBARA AREY 9223 3RD AVE NW 901 121 003 SEATTLE, WA 98117 S12 T29 R1W NW NE (E 1/2 NW) LESS TAX 10, 11, 21,24 BRODERS FAMILY 4603 OLD GARDINER 901 121 005 LIMITED PTNRSHP RD, PORT TOWNSEND, S12 T29 R1W TAX 10 WA 98368 & 11 LRCS R/W 1 PAULENE M. NULF P.O. BOX 305 901 121 006 PORT HADLOCK, WA S12 T29 R1W TAX 98339 21, 22 BRODERS FAMILY 4603 OLD GARDINER 901 122 001 LIMITED PTNRSHP RD S12 T29 R1W LOT 1 & PORT TOWNSEND, WA TL TAX A & B LS R/W 98368 LESS PTN TAX 15 & 21 JOHN G. MARSHALL 1009 VISTA WAY 901 014 001 EDMONDS, WA 98020 S1 T29 R1W TAX 28 & TL TAX B-6 SCOTT GRAEBEL E. 14617 OLYMPIC 901 014 004 LINDA GRAEBEL SPOKANE, WA 99216 S1 T29 R1W TAX 20 & TL TAX B-7 WITH- SUBJ/EASE R OBERT A . 4590 NEWBERRYHILL 901 014 005 LINGENBRINK RD NW Si T29 RIW TAX 21 & SILVERDALE , WA TL TAX B-1 98383 JOHN LYNCH 2905 RD 97 962 700 003 PASCO, WA 99301 IRONDALE AC TRACTS 3 ANTHONY K . 34 UPLAND RD 962 700 004 JANKOVICH REMMERA AUCKLAND 5 IRONDALE AC TRACTS M I L E V A M I L A NEW ZEALAND 4 & 5 JANKOVICH JANA A. MACHIN 38 FOUNTAIN 962 700 005 SAN FRANCISCO, CA IRONDALE AC TRACTS 94114-3562 6 TAX NO 3 JANA A. MACHIN 38 FOUNTAIN 962 700 008 SAN FRANCISCO, CA IRONDALE AC TRACTS 94114 6 TAX NO 8 JACOBSEN LAND P.O. BOX 162 962 700 010 PORT TOWNSEND, WA IRONDALE AC TRACTS 98368 7 JACOBSEN LAND P.O. BOX 162 962 700 040 PORT TOWNSEND, WA IRONDALE AC TRACTS 98368 34 JODY S . WOOD 17267 10TH AVENUE 962 700 043 NW IRONDALE AC TRACTS SEATTLE, WA 98177 41 TO 42 LESS R/W A.) g. apo. �'J) FERSON COUN.TY—CITV OF PORT TOWNSEND ice. M � C) S H O R E L I NE S UDS T AN T I AL DEVELOPMENT / PEHMI T APPL I CATI ON . NO _ SDP � ) — tillt0 • The Washington State Shoreline Management Act (RCW 90.58) requires that substantial developments within designated shorelines of the state comply with its administrative procedures (WAC 173-14) and the provisions of the Jefferson-Port Townsend Shoreline Management Master Program. The purpose of this Act and the local Program is to protect the state's shoreline resources in the best interest of the public by ensuring that reasonable and appropriate uses be made of these resources. The Program requires that substantial development (any developmentra of which the total cost or fair market value exceeds $2,500 c materially interferes with the normal public use of the water or shorelines of the state be reviewed with the goals, policies, and performance standards established in the Master Program. APPLICANT: Steve Zuvela/Waterfront Construction ADDRESS: 75 State Street Kirkland, WA 98033 TELEPHONE: ( me) 206-828-3600 (business) 1-800-382-5442 AUTHORIZED REPRESENTATIVE: Steve Zuvela ADDRESS: 75 State Street Kirkland, 'WA 98033 TELEPHONE: Vie) 206-828-3600 (business) Pager— 206-918-8737 D= RECTI ONS 1. Answer all questions completely (please print or type). Contact the Jefferson County Planning and Building Department or the City of Port Townsend for aid in filling out this application and for instructions on further administrative procedures required to 4 P complete its processing. P 2. Attach any additional information (reports, studies, maps, illustrations, leases, permits, etc.) that may further describe the proposed development or be required by Jefferson County or the City of Port Townsend in addition to the development plan. 3. Check with appropriate departments to determine if the proposed development requires additional permits or approvals. A permit issued under the Jefferson-Port Townsend Shoreline Management Master Program will not excuse a permittee from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. PROPERTY DESCRIPTION GENERAL LOCATION: 310 Alcohol Loop Road Port Hadlock, WA 98339 LEGAL (from property tax statement): Tax # 901 014 007 S1—T29—R1W 2.53A TAX 23 (ENLG BY TAX 30) T.L. TAX B9 W/SUBJ TO EASEMENT LAND OWNERSHIP: 1. APPLICANT: 0 Owner 0 Lessee 0 Contract Purchaser CY Other: Agent for Owner 2. OWNER'S NAME & ADDRESS (if other than applicant): Ray Hanson P.O. Box 1369 Port Hadlock, WA 98339 FOR OFFICE USE ONLY USE: DESIGNATION(S): i VARIANCE: YES NO , , j APPLICABLE SUBSECTIONS „ _ .��.• ' • 4111 CHARACTERISTICS. Identify and describe existing features of the site and surrounding area including water bodies such as streams, lakes, marine waters, marshes, and flood plains; the shoreline such as low or high bank and rocky or sandy beach; developments or structures; vegetation. The project site is located at the southern end of Port Townsend Bay. There is a low bank sloping to the waters edge on the west side of the property. The grade rises on the east side of the property to create a 20'-30' bank down to the beach level. The beach is composed of mostly sand and small gravel. There is an existing marina facility which has slips for approximately 90 boats and pull-out floats for another 20-30 small watercraft. DEVELOPMENT D E S C R 2 P T I 0 N Identify and describe the proposed project, including the type of materials to be used, construction methods, principal dimensions, and other pertinent information: The existing breakwater will be modified. The concrete float sections will be relocated to the outside of the timber pile wall, the center of the pile wall will be closed with either timber piles or I-beams and concrete panels. There will be 68 slips added to the existing marina facility. Proposed floats to mate to the existing floats. (See drawings for dimensions and construction details) USE (commercial, residential, recreational, etc.): Commercial marina ESTIMATED COST/FAIR MARKET VALUE: $575,000.00 +/- COMPLETION DATE: 3 months from start date/Start date will be determined by approval of all permits and may be restricted to windows set by Dept. of Fish & Wildlife. DEVELOPMENT Sz SITE PLANS I 1. The DEVELOPMENT PLAN shall consist of a vicinity map, site plan (aerial view), and elevation plan (profile view); it will be no larger than 11 by 17 inches. A larger development is acceptable in SOME cases, but the applicant will be required to supply enough copies for project review. The plan shall be to scale, suitable for reproduction, and identify the north direction. 2. The VICINITY MAP shall be drawn in one corner of the development plan and shall indicate the location of the proposed development to the nearest geographical features (community, water body, major road, mountain, valley, etc.). 3. The SITE AND ELEVATION PLANS shall illustrate the proposed project and surrounding area including: water bodies and wetlands; the line of ordinary high or low water or mean higher high or lower low water; existing and proposed changes to the topography or ground relief; vegetation; existing structures or developments; unique site features; and any other information that would describe the proposal and area. The SITE PLAN shall indicate property boundaries. ACKNOWLEDGEMENT I hereby declare, to the best of my knowledge and belief, the foregoing information and all attached information is true and correct. Steve Zuvela 8/22/95 (authorized signature) (date) J E F F E R S O N COUNTY ENVI ROMN!ENT.A. CHECKLIST The State Environmental Policy Act (SEPA), RCW 43.21C, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal; reduce or avoid impacts from the proposal, if it can be done; and help the agency decide whether an EIS is required. PROPONENT: Ray Hanson ADDRESS: P.O. Box 1369 Port Hadlock, WA 98339 TELEPHONE: (home) (business) 360-385-7030 AUTHORIZED REPRESENTATIVE/CONTACT: Steve Zuvela/Waterfront Construction ADDRESS: 75 State Street Kirkland, WA 98033 TELEPHONE: (home) (business) 206-828-3600 DI RECTI ONS This checklist asks you to describe some basic information about your proposal. The questions apply to the entire proposal, including those phased over a period of time or on separate parcels of land. Answer each question accurately and completely to avoid unnecessary delays in processing this checklist. If you do not know an answer, write "unknown," or if a question does not apply, write "not applicable." Answers to some questions may require special expertise or technical assistance from qualified persons. The cost of obtaining such information is the responsibility-of the proponent. Attach any additional information (reports, studies, maps, illustrations, leases, permits, etc.) that may further describe the proposal or be required by Jefferson County. Contact the Jefferson County Planning and Building Department for assistance in completing the checklist and for information on the administrative procedures for its processing. PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED "EVALUATION." P R O P O S AL AND PROPERTY DES C P T I O N PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate understanding of its scope and purpose): The proposal is to modify the existing breakwater and construct an addition to the exist- ing marina. (See drawings for complete details of proposed work) The existing floats in the center of the breakwater will be relocated to the outside of the breakwater wall to replace the existing floating logs. The existing marina will be expanded by the addition of new floats to create an additional 68 mooring slips. The center of the breakwater wall will have I-beams driven and concrete panels set to close the center of the wall. 411 PROPERTY AND AREA DESOPTION: Address: 310 Alcohol Loop Road Port Hadlock, WA 98339 Legal (from property tax statement): Lot: Block: Subdivision: Tax Parcel: Quarter Sections: Section: Township: Range: Tax Number: Land Area (dimensions): Describe the location, physical characteristics, and extent of land area to be affected; include all factors that will give an accurate understanding of the property and its environment: The site is located on the south end of Port Townsend Bay. There is a low bank on the west edge of the site along the shoreline. The bank rises graduallly to the east to form a bluff at the edge of the waterline 20'-30' high. The beach has a • gradual slope from the shoreline out into the bay. The beach is mostly sand and fine gravel out to beyond the breakwater. SCHEDULE (beginning and ending dates of the proposal, including phases): Project will commence as soon as all permits will allow. It will take about 3-4 months to complete. The breakwater will be completed first and the pier addition will follow. OVERALL PLAN (describe future additions, expansions, or related activities or plans by others that may affect the proposal): There are no additional expansions planned for the marina. There is upland work proposed under a separate application. REQUIRED APPROVALS (all local, state, and federal approvals required for the completions of this proposal and if any approvals are pending that are related to the proposal): Jefferson County/Army Corps/Dept. of Fish & Wildlife ENVIRONMENTAL DATA (any existing or proposed environmental information such as studies or documents related to the proposal): There has been an underwater survey of the cclgrass beds on site done by Applied Environ- mental Services Inc. ( copy attached ) -2- • NV 2 RO NME NT AL C O MME NT S EVALUATION EARTH 1. Check the item that describes the site: O flat 0 rolling 0 hilly 0 steep slopes O mountainous 0 other: Slight slope 2. What is the steepest slope on the site? Identify the approximate percent of the slope: 25-30% 3. What general types of soils are found on the site (sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: 4. Are there surface indications or a history of unstable soils in the immediate vicinity? If so, describe them: The bluff on the east end of the shore- line shows signs of some sloughing but appears to be stable at this time 5. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Identify the source of the fill: N/A 6. Could erosion occur as a result of clearing, construction, or use? If so, generally describe it: No 7. About what percent of the site would be covered with impervious surfaces after construction of the project (that is, asphalt or buildings)? 15% 8. Describe proposed measures to reduce or control erosion or other impacts to the earth, if any: None proposed AIR 9. What types of emissions to the air, if any, would result from the proposal during construction and when the project is completed (dust, car odors, industrial wood smoke)? Generally describe and give approximate quantities, if known: Engine exhaust & sawdust during construction. The addition of boats to the marina will increase engine exhaust slightly. 10. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe them: No -3- EVALUATION 11. Describe proposed measures to reduce or control ' emissions or other impacts to the air, if any: None proposed WATER Surface Water 12. Is there any surface water body on or in the immediate vicinity of the site, including year-round or seasonal streams, salt waters, lakes, ponds, and wetlands? If yes, describe the type and provide names. If appropriate, state what stream or river it flows into: Yes, Port Townsend Bay which opens to Puget Sound 13. Will the project require any work over, in, or adjacent to the described waters (within 200 feet)? If yes, describe the work and attach available plans: Yes, The existing breakwater will be modified and the existing marina will be expanded 14. Estimate the amount of fill and dredge material that would be placed or removed from the surface waters or wetlands and indicate the area of the site that would be affected. Identify the source of the fill material: None 15. Will the proposal require surface water withdrawals or diversions? Give a general description and identify the purpose and approximate quantities, if known: No 16. Does the proposal lie within a 100-year flood plain? If so, note the location on the site plan: No 17. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No Ground Water 18. Will ground water be withdrawn or will water be discharged to ground water? Give a general description and identify the purpose and approximate quantities, if known: No -4- M I EVALUATION 19. Describe the waste material that would be discharged into the ground from septic tanks or other sources, if any (domestic sewage; industrial wastes and chemicals contained; agricultural wastes). Describe the general size of the system; the number of such systems; the number of houses to be served, if applicable, or the number of animals or humans the system(s) is expected to serve: There will be a 1 ,000- 2,000 gal. holding tank set upland from the pier. A pump- out facility will be installed on the pier for boats to empty holding tanks. Sewage will be pumped to the holding tank and removed by truck for offsite disposal. Water Run-Off (including storm water) 20. Describe the source of run-off, including storm water. Describe the method of collection and disposal, if any, including any known quantities. Where will this water flow? Will this water flow into other waters? If so, describe it: Storm waters will follow the existing grade to bay waters. 21. Could waste materials enter ground or surface waters? If so, generally describe how: There will be some sawdust entering the bay waters when piles are cut to grade. 22. Describe proposed measures to reduce or control surface, ground, and run-off water impacts, if any: None proposed PLANTS 23. Check the types of vegetation found on the site: Deciduous tree: (Yalder maple 0 aspen O other: Evergreen tree: g fir ( cedar 10 pine O other: Shrubs (<Grass 0 Pasture 0 Crop/Grain Wet Soil Plants: 0 cattail 0 buttercup O bulrush 0 skunk cabbage O other: Water Plants: 0 water lily )0 eelgrass 0 milfoil 0 other: Other: 24. What kind and amount of vegetation would be removed or altered? The proposed pier additions will not interfere with or shade the existing eelgrass beds. 25. List threatened or endangered species known to be on or near the site: None known -5- I • 411 EVALUATION 26. Describe the proposed landscaping, use of nature plants, or other measures to preserve or enhance vegetation on the site, if any: None proposed ANIMALS 27. Check any birds and animals that been observed on or near the site or are known to be on or near the site: Birds: )0 hawk 0 heron 1S4 eagle )0 songbirds 0 other: Kingfisher & gulls Mammals: 0 deer Q bear Q elk 0 beaver other: seals and otter Fish: bass a salmon 0 trout in< herring shellfish Q other: 28. List any threatened or endangered species to be on or near the site: None known 29. Is the site part of a migration route? If so, how? Not known 30. Describe proposed measures to preserve or enhance wildlife, if any: Proposed additions will be placed so as to not shade the eelgrass beds which may be used for spawning by herring & surf smelt ENERGY AND NATURAL RESOURCES 31. What kinds of energy (electric, natural gas, oil, wood stove, solar) would be used to meet the completed project's energy needs? Describe whether it would be used for heating, manufacturing, etc.: The proposed pier addition will use electricity for deck lighting and shore-power for boats moored at the marina. 32. Would the project affect the potential use of solar energy by adjacent properties? If so, generally describe the affect: No 33. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None proposed ENVIRONMENTAL HEALTH 34. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe the hazards: No -6- • EVALUATION 35. Describe special emergency services that might be required: None 36. Describe proposed measures to reduce or control environmental health hazards, if any: Proposed float additions will be fabricated on land in Kenmore Yard then transported to site and installed and fixed in place. NOISE 37. What types of noise exist in the area that may affect your project (traffic, equipment, operations)? None 38. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (construction, traffic, operation)? Indicate what hours noise would come from this site: Short-term Construction noise between 7:00 & 6:00 work-days. 39. Describe proposed measures to reduce or control noise impacts, if any: There will be no pile driving or other load work on Sundays or holidays. LAND AND SHORELINE USE 40. What is the current use of the site and adjacent properties? The site is used as a marina, restaurant and hotel. 41. Has the site been used for agriculture? If so, describe the use: No 42. Describe any structures on the site: Marina, hotel and restaurant. 43. 'Will any structures be demolished? If so, what structures? No 44. What is the current comprehensive plan or community development plan designation of the site? Identify the plan: I do not know 45. If applicable, what is the current Shoreline Master Program designation of the site? I do not know 46. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify the part: Not that I am aware of. -7- • • EVALUATION . 47. Approximately how many people would reside or work ' in the completed project? None 48. Approximately how many people would the completed project displace? None 49. Describe proposed measures to avoid or reduce displacement impacts, if any: None proposed 50. Describe proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None proposed HOUSING 51. Approximately how many units would be provided, if any? Indicate whether the housing is high, middle, or low income: N/A 52. Approximately how many units, if any, would be eliminated? Indicate whether the housing is high, middle, or low income: N/A • 53. Describe proposed measures to reduce or control housing impacts, if any: None proposed AESTHETICS 54. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material(s) proposed? The proposed modification to the breakwater wall will match the existing height of about 15'-6" above MLLW 55. What views in the immediate vicinity would be altered or obstructed? There will be no obtruction of views and only a minor alteration of views in the immediate vicinity. 56. Describe proposed measures to reduce or control aesthetic impacts, if any: None proposed LIGHT AND GLARE 57. What type of light or glare would the proposal produce? What time of the day would it mainly occur? Deck lighting during evening hours only 58. Could light or glare from the finished project be a safety hazard or interfere with views? Lighting is designed to illuminate the float surface and not to glare or interfere with views. -8- 410 411 EVALUATION 59. What existing off-site sources of light or glare may affect your proposal? None 60. Describe proposed measures to reduce or control light and glare impacts, if any: Deck lighting will will not interfere with views or cause a safety hazard. RECREATION 61. What designated and informal recreational opportunities are in the immediate vicinity? Site has an existing private marina, restaurant and hotel. 62. Would the proposed project displace any existing recreational uses? If so, describe the displacement: Proposed project will expand on the marina increasing the number of slips by 68 +/-. 63. Describe the proposed measures to reduce or control impacts on recreation, including recreational • opportunities to be provided by the project or proponent, if any: The proposed marina expansion will increase the recreation opportunities by increasing the number of slips available for moorage. HISTORICAL AND CULTURAL PRESERVATION 64. Are there any places or objects listed on or proposed for national, state, or local preservation registers known to be on or next to the site? If so, generally describe them: None known 65. Generally describe any landmarks or evidence of historic, cultural, archaeological, or scientific importance known to be on or next to the site: None known 66. Describe proposed measures to reduce or control impacts, if any: None proposed TRANSPORTATION 67. Identify public streets and highways serving the site and describe the proposed access to the existing street system. Show on the site plan. Alcohol Loop Road serves the site. There are no plans to add additional roads to the site. 68. Is the site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? N/A -9- EVALUATION 69. How many parking spaces would the completed project have? How many would the project eliminate? N/A 70. Will the proposal require any new roads, streets, or improvements to existing roads or streets, not including driveways? If so, generally describe them, indicating whether they are public or private: N/A 71. Will the project use water, rail, or air transportation, or occur in the immediate vicinity of these facilities? If so, generally describe the use: N/A 72. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: Site may have 10-15 additional trips per day during the peak of the boating season. 73. , Describe proposed measures to reduce or control transportation impacts, if any: None proposed PUBLIC SERVICES 74. Would the project result in an increased need for public services (fire protection, police protection, health care, schools)? If so, generally describe the results: No 75. Describe proposed measures to reduce or control direct impacts on public services, if any: None proposed UTILITIES 76. Check which utilities are currently available at the site: CI water electricity 0 natural gas S refuse service a telephone septic system Q sanitary sewer Q other: 77. Describe the utilities that are proposed for the project, .the utility providing the service, and the general construction activities on the site or in the immediate vicinity that might be needed: The proposed pier additions will use the utilities already provided to the pier and will install a pump-out station on the pier which will connect to the existing sewer line on the pier. ACKNOWLEDGEMENT I acknowledge that all information provided in this checklist and all attached material is true and correct to the best of my knowledge. I understand the lead agency is relying on this information to make its decision. In addition, I understand that review under SEPA does not constitute approval of a proposal; compliance with local, state, and federal regulations applicable to the proposal shall constitute approval. (Check with appropriate agencies to determine what approvals are required.) SEPA approval is based on the information I have provided. If found inaccurate, approval could be withdrawn. Steve Zuvela '-3-11;1/"(J 8/24/95 (authorized signature) Waterfront Construction (date) -10- 7, 1904 ---i,EIAL-L"-PuR'04 PL'ELIRUT\f" I Ailk • JEFFERSON COUNTY TREASUlt. TAX STATEMENT Ippl 0.1.4 007 ILA J.MIKKELSEN 1 OPERTY DESCRIPTION LAND&V. IMPRA.V. TOTALV. 4 W '2.5:.:'A 111 ; t(20 lslp.,290 . 1,721 ,910 (ELG B NY TAX 30) ACHEAGt LhvY AX 13 11 .94794 KEEF ... . TO FPI::Zi".1•41;:i\IT 02 J. .1, SR.CITIZENS FIRE PATROL $TRICTS GROSS TAX • EXEMPTION ASSESSMENT NET TAX /- I II I it I I 1 ,421...1 :2().573.20 - * 20 p 573.28 THII LOCAL SCHOOL DIST. PORT DIST. FIRE DIST. HOSPITAL EMERGENCY MED. . 17 4552.35 3!J 3.2 4 1042.02 1596. 40 430. 49 PORTIO IN STATE SCHOOL COUNTY CEMETERY P.U.D. OTHER 51 6.3 42..55 3015.00 !,:. /0 : ' :!::: WHEN PAYING IN PERSON . ..;., ,',c,,,, ,,,,:::!••,', 'E,:;,,,;..,.;;-, : ; , ] ,, :. i t ;. ,' , ' , ., ' ' , :: ,1 ''' .'' :''',:''','Y''' '' Your canceled check BRING ALL PARTS ENT PAYMENTS RECEIVED WITHOUT INTEREST AND PENALTY WILL BE RETURNED IS your receipt. DELINQUENT TAX INFORMATION JOHN R HANSEN HANS2510 YR DELINQUENT TAX IN rEAEST--- s,PENALTY TOTAL JEANNE B HANSEN P 0 BOX 65332 2-940 294,26 PORT LUDLOW WA 90365 9-.) QJ121 , ...-.--"kar 646 .. ......22, e0 52776 LOAN 90 • NUMBER 09 ELINOUENT AFTER APRIL 30,UNLESS 1ST HALF PAID.INT EFIES r AND PENALTY CHARGED ON DELIN- 0 -AXES.2ND HALF TAXES DELINQUENT AFTER OCT.31 TO rem CURRENT ,.. A ) AND DELINQUENTS 25 444 0 Make checks payable to: SECOND HALF JEFFERSON COUNTY PARCEL NUMBER FFERSON COUNTY TREASURERREAL PROPERTY JEFFERSON COUNTY TREASUR P.O. BOX 571 1994 TAX STATEMENT 901 014 007 ILA J.MIKKELSEN FIR I r , 1 1 AL •; i; REAL PROPERTY DESCRIPTION LAND A.V. IMPRA.V. TOTAL A.V. 01 T29 R1W 2.53AFii,LA.EA4,-20 1 f 6.U.N;y, 290 1, 721 ,910 TAX 2.3 (ENLG BY T A X 30) T.L. FAX B9 11 ,94794 RETURN THIS COPY WITH CHECK (J/COPJ TO EASEMFat iY:..:.L. SR.CITIZENS FIRE PATROL TAXING DISTRICTS GROSS TAX I I EXEMPTI1 i ON ASSESSMENT NET TAX I f I I I 90E11-12L10 +2L1 20,573.2 - - 20 ,c.7:77. . 2e IkX INTEREST PENALTY SHOW ADDRESS BELOW AR CURRENT TAX DUE TOTAL TAX * HALF TAX THRU:i ji 94 (SEE REVERSE) '4 20,573.28 2.0,573.28 10,286.64, ':1 • ,-c 40 :.?3,0.;29 140. 73 1'1 1 t 219 414111111w...-:::.- : - _.-"...4.111fir 1,7 19,64- NO HALF PAYMENT .7.. • .. IF TAX IS LESS 1.2.4 8Eif 471 ,61 123+I5 2 . t . : • •.. ECOND HALF TAX BECOMES DELINQUENT AFTER OCTOBER 31ST THAN$30.00 ' 1-1ANci2 510 DELINQUENT PAYMENTS RECEIVED WITHOUT INTEREST AND PENALTY WILL9E RETURNED JOHN R HANSEN for office use only-do not write in below space JEANNE B HANSEN P 0 BOX 65332 PORT LUDLOW WA 90365 LOAN NUMBER SEE IMPORTANT INFORMATION ON BACK OF FORM Make checks payable to: FIRST HALF or FULL JEFFERSON COUNTY PARCEL NUMBER FFERSON COUNTY TREASURER REAL PROPERTY JEFFERSON COUNTY TREASUR. P.O. DIX 571 PORT TOWNSEND WA 98368 1994 TAX STATEMENT 901 014 007 ILA J.MIKKELSEN REAL PROPERTY DESCRIPTION LAND A.V. IMPR AN. TOTAL AV. SI T29 R1W 2.53A 111 .620 1061D.,290 1 ;721 ,910 TAX 23 (ENLG BY TAX 30) P.P.ACHEAGe LVY T.L. TAX B9 11 .94704 RETURN THIS COPY WITH CHECK W/GUDJ TO EACEMENT 0211 TAXING DISTRICTS GROSS TAX . SR.CITIZENS EXEMPTION FIRE PATROL ASSESSMENT NET TAX I I I I I I I I I V4::-I i-121 'I 9 f'z,1;:;'7:4.•1:) + • f:i — AX INTEREST PENALTY SHOW ADDRESSCHANGE'BELOW EAR CURRENT TAX DUE THRU: 4/07.4 (SEE REVERSE) TOTAL TAX * HALF TAX . M 20,573.28 , 20,573.20 10,206.64 ' • ")•••c 4.0 153.53 140.'73 • ../ NO HALF PAYMENT 0'2 1 ,219 ....-- ... . 1 646.4( .,... ,.oe 44)4•,..?..i4 1,23.52 _,. os., •• • IF TAX IS LESS ,IRST HALF OR FULCPAYMENT MUST BE PAID OR POSTMARKED BY APRIL 30TH THAN$30.00 )R ANNUAL INTEREST&PENALTY WILL ACCRUE. 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