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HomeMy WebLinkAboutSDP2014-00007 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: ROGER A WERTH 1562 FLORAL CT LONGVIEW WA 98632-3406 DATE ISSUED: 5(I l4" (i DATE EXPIRES: �(('( � (6, MLA NUMBER: MLA14-00025 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: Garage- no plumbing w/ heated workshop upstairs Shoreline exemption permit for a septic application SEP14-0022 Shoreline exemption permit for a septic application SEP14-00022 and Building permit BLD14-00205 SEP73-170 valid and filed here w/this tank only replacement. (pump vault) PROJECT LOCATION: Parcel 983 700 005 in Section 29, Township 25, Range 02W located at 131 Pardise Cove, Brinnon, WA 98320 CONDITIONS: 1.) A Geotechnical Report was prepared by NTI dated April 23, 2014 and submitted in conjunction with this application. The report addressed the stability of the geologic hazard area, and concluded that the was not a geohazardous area. 2.) An Engineered Stormwater Plan has been prepared by NTI dated April 22, 2014 and submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 3.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM NTI, Inc STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE AND EROSION CONTROL PLAN" REPORT DATED APRIL 22, 2014 AS SIGNED BY JUSTIN WILSON OF NORTHWEST TERRITORIES INC. 4.) H-The septic system that serves this property has a violation for a pump vault that was installed w/o a permit. Septic permit application SEP14-22 resolves this violation. FINAL APPROVAL OF THE SEPTIC PERMIT IS REQUIRED PRIOR TO FINAL OF BLD. 5.) The applicant shall comply with the recommedations for site development listed in the Geotechnical Report prepared by NTI dated April 23, 2014. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 8.) PRIOR TO FINAL OCCUPANCY THE APPLICANT SHALL SUBMIT AND HAVE APPROVED A NATIVE VEGETATION PLANTING PLAN SO THAT AT LEAST 80% OF THE SHORELINE BUFFER BETWEEN THE SHORELINE AND OHWM IS MAINTAINED IN NATIVE VEGETATION PER JCC 18.25.270(5)(a)(x). 9.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 10.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. FINDINGS: 1.) The A ministrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on July 11, 2014 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: Conservancy Shoreline Designation; Coastal SIPZ. 3.) 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). 4.) The site plan as submitted with the Building Permit application on June 11, 2014 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 July 11, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) This approval is for a Garage- No Heat, No Plumbing w/Workshop Upstairs 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. 6.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. 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 Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Some areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 7.) See SDP14-00007 for findings and required conditions of approval under the Shoreline Master Program JCC 18.25. 8.) Refer to septic system site plan dated April 28, 2015 for septic system detail. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. V/T/0616-- UDC Administrator MLA14-00025 \\tidemark\data\forms\F MLT_IssuePermit_U.rpt 5/14/2015 Page 3 of 3 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PROPONENT: ROGER A WERTH 1562 FLORAL CT LONGVIEW WA 986323406 DATE ISSUED: May 15, 2015 DATE EXPIRES: May 15, 2016 MLA NUMBER: MLA14-00025 CASE NUMBER:SDP14-00007 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: Shoreline exemption permit for a septic application SEP14-00022 and Building permit BLD14-00205 WATERBODY AND/OR ASSOCIATED WETLANDS: HOOD CANAL PROJECT LOCATION: Parcel 983 700 005 in Section 29, Township 25, Range 02W located at 131 Pardise Cove, Brinnon, WA 98320 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) See BLD14-00205 & SEP14-00022 for development approval associated with this Shoreline Exemption. 3.) The site plan as submitted with the Shoreline Exemption application on June 11, 2014 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 July 11, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for a Shoreline Exemption for Single Family Development (Garage as an Appurtenance) and On-site Septic System 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. 5.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. 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 Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Some areas in Jefferson County are included as"critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 6.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section JCC 18.25.560(8), which exempts the"construction by an owner, lessee, or contract purchaser of a single-family residence [in shoreline jurisdiction]for the owner's or owner's family's use..."from the substantial development permit (SDP) requirements under certain provisions. 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.) The proposal has been reviewed and approved under JCC 18.25.270(5)(a)the"Modest Home Provision." CONDITIONS: 1.) PRIOR TO FINAL OCCUPANCY THE APPLICANT SHALL SUBMIT AND HAVE APPROVED A NATIVE VEGETATION PLANTING PLAN SO THAT AT LEAST 80% OF THE SHORELINE BUFFER BETWEEN THE SHORELINE AND OHWM IS MAINTAINED IN NATIVE VEGETATION PER JCC 18.25.270(5)(a)(x). 2.) An Arborists report has been prepard by Richard Hefley dated June 3, 2014 that recommends removal of(5) hazard trees on-site consistent with JCC 18.25.310(2)(d)(vii). The applicant shall comply with the recommendation contained in the report including the retention of the removed trees on-site as habitat and nurse logs, and my be incorporated into the required buffer vegetation plan. 3.) This proposal has been reviewed and approved under JCC 18.25.270(5)(a) the "Modest Home Provision." No future single family residential development will be allowed without approval under JCC 18.25.660 Non-conforming development. However, the proposed RV garage and shop my be converting into a single family residence with the appropriate building permits. 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E-Mail: infordnti4u.com D f� C r� - /] E L� 11 April 22, 2014 JUN 1 10i4 Roger Werth JEFFERSON COUNTY 1562 Floral Court __DEPT OF COMMUNITY DEVELOPMEN! Longview,Washington 98632 Subject: DRAINAGE AND EROSION CONTROL PLAN FOR NEW DEVELOPMENT AT 131 PARADISE COVE, BRINNON, WASHINGTON. JEFFERSON COUNTY TAX PARCEL NUMBER: 983700005 Dear Mr. Werth, 1.0 INTRODUCTION NTI Engineering and Land Surveying (NTI) was requested to prepare an engineered drainage plan to manage stormwater runoff from the proposed development at 131 Paradise Cove in Brinnon, WA. The ' property lies within the Southwest Quarter of Section 29,Township 25N, Range 2W, W.M.,Jefferson County, Washington. Due to the impervious subsurface limitations of the underlying rock, infiltration is not feasible at the site. A tightline drain leading to the shoreline is recommended. ' 2.0 SUMMARY OF NEW DEVELOPMENT ' A new garage is planned to be constructed with a slab on grade foundation within the footprint of an existing concrete foundation on the property. The garage footprint is 468 square feet with an estimated roof area of 560 square feet.The existing driveway will be extended and resurfaced with gravel to ' improve site accessibility to the garage and a new RV/trailer site. Part of this work includes a concrete entrance to the garage.The resurfaced driveway area is estimated to be 1,086 square feet.An existing 160 square foot RV trailer lies adjacent to the southwest property line and is planned for removal. Its supportive foundation structure and over-hanging roof are planned for demolition. 3.0 STORMWATER PLANNING REQUIREMENTS The April 2014 Geotechnical Report prepared by NTI indicates that on-site infiltration is not feasible because impervious consolidated rock underlies the site at shallow depths. A tightline drain pipe to the ' shoreline is recommended to manage stormwater runoff from the new garage. Runoff from the gravel driveway will be managed through sheet flow and concentrated flow dispersion through native ' vegetation. Land use coverage quantities have been calculated to complete the Stormwater Calculation Worksheet and Flow Chart for New Development to determine the minimum requirements for stormwater management planning. 1 Drainage Report 1 2014 I I The site has less than 35%existing impervious area coverage,thus the project is considered "new ' development".The estimated total new plus replaced impervious surface area for the project is 1,646 square feet. Land disturbing activities is estimated to be 1,609 square feet. Since the total new plus replaced impervious surface area of the project is less than 2,000 square feet and land disturbing ' activities are less than 7,000 square feet, the development is considered a "small" project". The "small" project designation necessitates that only Minimum Requirement#2 of the 2012 Department of Ecology (DOE) Stormwater Management Manual for Western Washington be applied to the project for stormwater management planning. 4.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION For projects that result in less than 2,000 square feet of new plus replaced impervious surfaces, Minimum Requirement#2: Construction Stormwater Pollution Prevention of the DOE manual requires that all 13 Elements of Construction Stormwater Pollution Prevention be considered to develop control ' for elements that pertain to the site. An Erosion Control Plan for construction has been prepared to satisfy this requirement and is included ' with this report. 5.0 STORMWATER SYSTEM DESIGN LID stormwater practices such as a raingarden and pervious asphalt paving were considered in the design phase for this project.These practices rely upon good infiltration through native soils underlying ' the site. Since infiltration is not recommended at the site due to the underlying consolidated rock at shallow depths, these practices were determined to be impractical. ' A tightline drain is planned to convey stormwater runoff from the new garage to an outfall located at the base of the rock bulkhead near the shoreline. Roof downspouts will collect stormwater runoff from the garage for conveyance to a new tightline drain system. 3" diameter DR-26 HDPE piping with welded joints is recommended for conveying runoff to the shoreline.The tightline drain will daylight immediately upslope of a rock bulkhead and extend to the base of the wall with a dispersion tee outfall ' placed on the consolidated rock at the shoreline above the ordinary high water mark(OHWM).The consolidated rock will provide energy dissipation, preventing scouring of the shoreline as runoff is dispersed to the large body of water. 1 1 I� Drainage Report -- - ~^�»~ ~^-x~ ~ ~ 12014 N� � -- I . , � ` �� ' �� � `� ^ . — � *� , + �~� � � 1� ° ` ' � t� ^� ' 0� Wm~ ~ � ~~ ����� ^ ' , �� �� v ^~ i\ � �� k �«�, iV - -�� �� �� � � �+ ^ - '~ `�p�_= `"�,vi� DISPERSICUTFALL -- ~ _~_^- The location of the proposed dispersion tee outfall is shown in photograph above. The natural rock Iformation of the shallow bluff provides an ideal "bench" for the outfall to rest above the OHWM. A Drainage Plan has been prepared showing the tightline drain system design and is included with this report. Runoff from the gravel driveway will be managed separately from the tightline system to prevent polluted runoff fronnentering the ocean. Kunnfffrom the gravel RV/trailer site vviUbp dispersed through I nativevegetatinn using sheet flow. Runoff from the driveway will be intercepted with a washed rock interceptor trench and dispersed through native vegetation. I6.0 THE LIMITATIONS OF OUR INVESTIGATION AND FINDINGS This report has been prepared for the exdusiveuse uf Roger VVerthfor his proposed construcdonofa I new garage.The recommendations in the report apply only to the subject property and are not applicable to other locations.The recommendations contained in this report are based upon site conditions as they existed at the time of our reconnaissance study. During construction, if subsurface or Drainage Report 1 2014 I other conditions are discovered that are significantly different from those described in the report, NTI ' should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. NTI Engineering and Land Surveying warrants that this report and drainage design was conscientiously prepared in accordance with the practice of professional engineering and according to tthe principals of geologic science. No other warranty, neither express nor implied, is provided herewith. For NTI Engineering and Land Surveying Sincerely yours, ,s\N • Wk O yr 10. 1 ,cA9FG 59 � css/oNAL 1 ' Justin Wilson, PE Trent T.Adams, EIT Principal Engineer Geotechnical Project Manager 1 1 1 ' APPENDIX 1 1 I k/ \� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ,}. 621 Sheridan Street • Port Townsend • Washington 98368 /s. rtO 360/379-4450 • 360/379-4451 Fax ' http://www.co.jefferson.wa.uslcommdevelopment/ ' Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: ROGER WERTH IDETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or large." The size determines whether a Stormwater Site Plan is required in conjunction Iwith a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. I PARCEL SIZE(I.E.,SITEI Size of parcel 0.17 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. ' Size of parcel in square feet 7,377 sq/ft ILand-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. I Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple,and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower,and fireweed. ILAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL I Calculate the total area to be Geared,graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of ' Construction site for structures 468 sq/ft native vegetation to lawn or landscaped areas? Drainfeld,septic tank,etc. _ 16 sq/ft Circle: Yes No I Well, utilities,etc. sq/ft Does the project convert 2%acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 1,125 sq/ft ' Circle: Yes 0 Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: ITotal Land Disturbance 1,609 sq/ft Cut Fill (cu/yd) i I [over] 11 slormwater calc worksheet—REV.2/2o/2We 1 I Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions I prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, Iand oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE INEW EXISTING EX.TRAILER TO BE Structures(all roof area) 560 sq/ft Structures(all roof area) REMOVED= 160 sq/ft ISidewalks sq/ft Sidewalks sgfft Patios sq/ft Patios sq/ft I Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) I Driveway, parking, roads, etc 1,086 sq/ft Driveway, parking, roads, etc 912 sq/ft Other sq/ft Other sq/ft ' Total New 1,646 sq/ft Total Existing 1,072 sq/ft TOTAL NEW+TOTAL EXISTING* 2,254 sq/ft This amount will be used to check total lot coverage. I The following questions will help determine whether the proposed project is considered development or redevelopment. ' DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 15 IDoes the site have 35%or more of existing impervious surface? Circle: Yes (17:1O) I FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. Ifl the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum I Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those I that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or I prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE I By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. I (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) I ''�?:, at '$ , 1"i Yi s t s , yx r .r „z4,. 1 * f } ` a V* a ails x � w�rce p 3-4 i 5�s 1!. 3 ^ �. s yw ;, Z 45 G 'F'' >_.-.,,. `.,-t a _ :.:.�t.' . Valw.k: c _ +w ,a „ ,,._I.C.. .cxn- _._�...,..'' .a.u... _ � .,x�r a� ..__ u. _,:2.: :''1:i. _ f ' stormwater Galt worksheet-REV.2/20/2008 2 I I FIGURE 1 : NEW DEVELOPMENT IStart Here IDoes the site have Yes See Redevelopment 35% or more of Minimum I existing impervious Requirements and coverage? Flow Chart (Figure 2) I No Does the project convert 3/4 acres or more of native ■ vegetation to lawn or I Does the project add CI landscaped areas, or 5,000 square feet or convert 2.5 acres or more r. more of new of native vegetation to 1 impervious surfaces? pasture? Yes Yes 0 Does the project have I "LARGE" PROJECT 2,000 square feet or more of new, replaced, All Minimum Requirements or new plus replaced 1 apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. Yes I • "MEDIUM" PROJECT Does the project have I Minimum Requirements #1 land-disturbing through#5 apply to the new activities of 7,000 and replaced impervious Yes square feet or more? I surfaces and the land disturbed. (No. • I "SMALL" PROJECT See Minimum I Requirement#2, Construction Stormwater Pollution Prevention I I IBased on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington t 2 3 4 5 5 8 9 '0 w O • I- 0 – w N /N m m ° 11 6 N V = z W TO j 09x N N o– o V p N. 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SpP i�I - S� '7 Ili i'`'* NORTHWESTERN TERRITORIES, INC. ht l 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 ' ;; Engineers Land Surveyors Geologists C Construction Inspection Materials Testing y Port Angeles(360)452-8491 I NTH E-Mail: infoCntl •• • - CONE ',D I 1 April 23, 2014 II JUN 1 1 2014 J J t I Roger Werth JEFFERSON COUNTY 1562 Floral Court DEPT.OF COMMUNITY DEVELOPMENT Longview,Washington 98632 ISubject: GEOLOGIC HAZARD STUDY AND GEOTECHNICAL REPORT FOR DEVELOPMENT AT 131 PARADISE COVE, BRINNON,WA 98320. JEFFERSON COUNTY TPN:983700005. Dear Mr. Werth and Others Concerned, ' 1.0 BACKGROUND AND SCOPE OF WORK ' NTI Engineering and Land Surveying (NTI) was requested by the subject property owner, Mr. Roger Werth to perform a geologic hazard study and review other conditions of the site at Jefferson County parcel number 983700005. Mr. Werth hopes to gain approval for the use of a garage and modest park 1 model RV on a compact shoreline lot under the provisions of Article 6.1.E, Exceptions to Critical Area and Shoreline Buffer Standards of the current Shoreline Master Program of Jefferson County. I The site is located at 131 Paradise Cove, Brinnon, Washington 98320.The property lies south of Brinnon, Washington, within the Southwest Quarter of Section 29,Township 25N, Range 2W,W.M.,Jefferson County, Washington. IProposed development activities at the project site are summarized below: I • A new garage is planned to be constructed over a portion of an existing concrete retaining wall and foundation.The proposed garage footprint is 468 square feet in area. I • An existing trailer is to be removed and its support structure will be demolished. A park model RV site is proposed for occasional use. I • The existing septic system will be upgraded.This includes a new grinder-pump tank vault and wastewater transport line. The existing vault and a portion of the existing transport line are to be abandoned. I • Five trees at the site have been separately evaluated by an arborist and designated as hazardous trees to be removed. ' • Drainage from the roof of the new garage will be routed to a new drainage system. I1 1 Geologic Hazard Study and Geotechnical Report 1 2014 I Due to the small size of the parcel,the position selected for the garage is roughly 82 feet from the ordinary high water mark of Hood Canal within Paradise Cove.Jefferson County mapping designates the parcel and much of the surrounding area as having"intermediate" slope stability. IThese development activities lie within the mapped critical area and are also within jurisdiction of Jefferson County's Shoreline Master Program (SMP).The critical area designation and jurisdictional Irequirements of the SMP under Article 6 necessitate approval from the geotechnical perspective. A geotechnical reconnaissance study of the site was completed in April of 2014.This reconnaissance I study was completed to evaluate the geologic hazards that may affect the proposed development activities.This report includes our findings and recommendations for development of the subject property. I2.0 SITE DESCRIPTION I The site is Lot 8 of the Paradise Cove Plat.The parcel is approximately 58 feet in width with a total depth of about 140 feet from the normal high water of Hood Canal to the upland boundary.The site was formerly used as a seasonal campsite,the features of which are shown in the photograph below. I . IA w Ir 4 .ess. — ..,- .*:... t.i; Y gC 1 ., J. .10 '1•,16.-.......11 ,, }, T ' 1 . ar PHOTOGRAPH 1—VIEW LOOKING SOUTHEAST OF THE EXISTING TRAILER I3.0 THE GEOLOGIC SETTING ' The Department of Ecology(DOE) Coastal Zone Atlas of Washington (1978) indicates that the property is underlain by Crescent Formation Basalt.The site was originally mapped by geologists Tabor and Cady as Crescent Formation flow basalts.The most common mineral in this rock is Oceanic Tholeiite, a mineral I I 2 ' Geologic Hazard Study and Geotechnical Report 1 2014 I type that is typical of mid-oceanic ridges and oceanic island environments. Tabor envisioned the basalt terrain of the Hood Canal area as part of a massive volcanic island, like Hawaii, that was rafted into and thrust over the North American Continent by the Juan de Fuca Plate of the Pacific Ocean. IThe shoreline of the site is a dense outcrop of the Crescent Basalt and the material underlies the site at shallow depth. A thin mantle of older landslide debris that consists mostly of angular fragments of the I dark basalt forms the thin soil of the site. Field examination of the soil suggested that it is Very Gravelly Silty Sand under the American Society of Testing Materials Soil Classification System. 4.0 GEOTECHNICAL OBSERVATIONS AND INDICATORS Dense outcrops of basalt rock were observed at the shoreline and within the property about 40 feet I from the shoreline retaining wall/bulkhead.Outcrops of the basalt occur upslope of the site, indicating that the entire site is underlain by the rock at shallow depth. I A four to five foot high retaining wall- rock bulkhead has been constructed over the basalt outcrop near the shoreline to provide a level area at the water's edge. The retaining wall shows no sign of motion. The backfill of the retaining wall is principally angular pieces of fractured basalt.The material is so ' interlocked that it is difficult to excavate. A Y II 6 s ` �.n a .,• .,,, . k" w w f aMS'^ 9M ,..7 ,4 4 v. h . afar 9 J hs 'erg h , .■ 1 PHOTOGRAPH 2—VIEW LOOKING NORTH OF THE BASALT OUTRCROP AND RETAINING WALL The basalt of this site is sound and largely free from weathering.The site has been deeply scoured by I glacial ice. Aside from a thin cover of more recent landslide debris, loose and unstable rock has been removed by geologic process.es. IHighway 101 passes above the parcel and the highway grade is several feet above the local access road I 3 Geologic Hazard Study and Geotechnical Report 1 2014 ' and the proposed campsite below. Basalt boulders have been used to form the roadbed at the site and many are visible.One large boulder forming part of the roadbed could roll downslope in an earthquake due to its unstable position.The boulder only needs to be turned on its side to stabilize it permanently. t5.0 CONCLUSIONS CONCERNING GEOLOGIC HAZARD The occurrence of solid basalt rock beneath this entire site indicates that the site has no landslide hazard or soil liquefaction hazard.The owner, Mr. Roger Werth, has agreed to re-position the boulder described above so that it cannot roll down the slope.Thus, in our opinion,the site is free from ' geologic hazards. 6.0 RECOMMENDATIONS FOR DEVELOPMENT OF THE SITE 6.1 Garage Construction Advisories The site includes a concrete retaining wall that forms the north half of the proposed garage structure. Inspections of the existing wall's foundation substrate indicate that the soil has an excellent bearing capacity due to its high content of angular gravel.The foundation substrate has at least 2.5 kips per ' square foot vertical bearing capacity.Although the existing garage structure has been there for some time, strain and settlement are limited. 6.2 Driveway Grading Recommendations ' The small driveway on the site is roughly 500 square feet in area. A 250 square foot area of the driveway needs to be re-graded to make it possible to maneuver a vehicle into the garage.The re-grade requires the construction of a low retaining wall that is limited to a length of less than 10 feet and a height of ' three feet.The wall would cross the driveway and support the south end to provide the minimum maneuvering room for turns into the garage.The construction of this low and short wall does not create any geotechnical concern. 1-inch minus 100%fracture crushed rock will make an excellent and strong ' base for the driveway and the material is moderately permeable. 6.3 Septic System Upgrades A new grinder pump vault and a new link to the existing wastewater transport pipe have been proposed by Bernt Ericsen Excavating, Inc. to replace an existing wastewater vault.The new tank will be located 60 ' feet northwest of the existing rock retaining wall/bulkhead at the location shown on the attached wastewater system plan. ' Installation of the proposed tank at this location will not cause instability to the slopes at the site.The Contractor should be prepared to do hard-rock excavation by hoe-ram to install the tank at the specified location. 1 4 ' Geologic Hazard Study and Geotechnical Report 1 2014 6.4 Hazardous Tree Removal There are two 36-inch cedar trees rooted into the zone above and north of the retaining wall as shown ' in the photograph below. Unfortunately the trees place an additional surcharge load on the retaining wall, a structure that may be used to support the proposed garage. We also understand that an arborist has submitted a separate report on the trees indicating that they are recommended for removal.The I arborist has noted structural flaws, height, location, and risk to existing structures as reasons for removal. We concur with the arborist's recommendation to remove the trees from this area. . ', -.1. 4 -$ , , , , , , ..,,. „,,, , -Of ;IP ! ' la?, ` ' ' oi. 2,a 'v,,• , 5,l - � ,.jam, F. ,,n a ';114';-- .$ ' f 1 I {i' POSTED V� ' ,1, pug: ,� , q = A o r �-'''� r{ -.7.r q7—:;,;P` a �p _o q I s + s PHOTOGRAPH 3 —VIEW LOOKING SOUTH OF CEDAR TREES TO BE REMOVED ' 6.5 Recommendations for Stormwater Management ' The Werth Parcel appears to be entirely underlain at shallow depth by consolidated rock. The consolidated rock is nearly impervious and, hence, it is not suitable for infiltration devices. I Under the circumstances, infiltration devices and facilities cannot be used at this site and a drain pipe leading to the shoreline is recommended. I7.0 THE LIMITATIONS OF OUR INVESTIGATION AND FINDINGS This reconnaissance study was completed without the use of deep subsurface borings and without I observations and measurements over long periods of time.The observations and conclusions were derived from surface observations, shallow test pits and inferences from surface observations. Undiscovered and unseen conditions could exist that would affect the observations and conclusions of ' this report. Users who require a higher degree of reliance on this assessment may wish to obtain more I 5 ' Geologic Hazard Study and Geotechnical Report 1 2014 ' detailed studies. The observations and conclusions of this report apply only to the subject property and they are not ' transferable to nearby or adjoining property.This report is the sole property of Mr. Roger Werth and may be used by others only with his permission. ' NTI Engineering and Land Surveying warrant that this report and the related study were conscientiously prepared in accordance with the practice of professional engineering and according to the principals of geologic science. No other warranty, neither express nor implied, is provided herewith. ' NTI Engineering and Land Surveying Sincerely yours, 41A 5• L,1 „ `„4.41A ssf TO ' %AXIAL 1 ' Steve S. Luxton MSc, PE Trent T.Adams BSCE, EIT Senior Geotechnical Engineer Geotechnical Project Manager 1 1 1 1 6 1 t 1 t 1 t APPENDIX i 1 1 I s ' ' l • 1� \`"I, ? rte' :n, ,/,_44%_ p00y I \' ti `%$ tia`',Q, \• ._tea 4.%int SO .Uryes 1 / lao oG/S AS 64, 4F: a��p`e 0-4 •~ E co be,,�,, sG 6 !�s kQac v 64p �y�J 8 wry, 04,44; of • o I / l 8 N 0 �is`� 1 / j 6/ ,,j\ � � o N. rtii 4' g. N � � N �z• 'R (i) .- 2 N Qcy V9040 g$ I \ \ b6�, \ \ _ ® _o Nb /S, O ° I ` � d5 I pi N r hi r• N. 0 61' ti . \ N d C ° H dL1a I W hWwc V ' I . cn R. 0 I a. U 2 � O N Arboricultural . Assessment h A� gf ,^4 ' '� ' ; , ' • Werth Residence �,g5"� i, 131 Paradise Cove D�,}. V ft , 1 'SB•DRS... 44.x ` , s �• 6c Brinnon WA s +� , dap w ; Richard Hefley— Consulting Arborist • mar , ' ISA #PN 0784A ■• •• $ _ R II /CEI \�'l 1 1 1.E%I/ JUN 03 2014 JEFFERSON COUNTY BCD Page 2 of 15 Arboricultural Assessment Arboricultural Assessment Client: Roger Werth 131 Paradise Cove Brinnon WA Author: Richard R Hefley Consulting Arborist ISA#PN-0784A Site Visit Date : 03/26/2014 Report Date : 04/03/2014 OBJECTIVES: Assess trees for risk and make recommendations. BACKGROUND I was contacted by Roger Werth by phone on 03/05/2014, requesting I assess trees located on his property at 131 Paradise Cove, Brinnon WA. Parcel#983700005. We arranged to meet there at 2:00p.m. on 03/26/2014. Richard R. Hefley --- International Society of Arboriculture Certified Arborist# PN-0784A Page 4 of 15 EXECUTIVE SUMMARY: I conducted a visual examination of trees and vegetation on the Werth property at 131 Paradise Cove, Brinnon, on 03/26/2014. Five trees were examined that I recommend removal and replacement with more suitable vegetation, either trees or shrubs, preferably evergreen and native. Trees#01 and#02 are mature Red Cedars, both containing dual leaders with included bark, and both are within striking distance of Hwy 101 which lies to the north of their location. The vast majority of high winds in this area come from a southerly direction. Tree#03 is a Red Alder that has been partially blown down and is leaning towards Hwy 101. Tree#04 is a Western Hemlock that has been topped at 12' above ground level. Hemlocks are notoriously decay-prone trees, and multiple leader trees are more likely to break in high winds. Tree#05 is a Douglas Fir.Though it has a dual leader,there is no included bark. However, it is located in an area where any possible failure of the tree is very likely to cause damage to the property adjacent to 131 Paradise Cove. For this reason, I recommend it be removed and replaced with more suitable vegetation. I was also asked to determine the probability of existing vegetation located on a slope to survive the addition of a deck placed above a portion of that planting. The vegetation consists primarily of St.John's Wort, with an evergreen huckleberry and sword ferns now growing in it. It is my opinion that all of these plants will survive the loss of some light from the addition of a deck. I recommend removed trees be replaced with more suitable vegetation where practical. I always urge homeowners to first consider using evergreen native plants of varying heights and varieties. I also recommend at least one removed tree trunk (or more) be retained as a "Habitat Tree" and large trunk logs be retained as a "Nurse Log", but only where and when practical and at the discretion of the homeowner, as many communities may still view these as"eyesores" rather than an ecological bonanza (in my opinion). I recommend that all removed vegetation be chipped on site and used as mulch throughout the landscape.Wood chips break down to provide food, micronutrients, and soil protection from compaction and water-loss. Richard R. Hefley--- International Society of Arboriculture Certified Arborist#PN-0784A Page 3 of 15 CONTENTS: Page 1 Title Page Page 2 Client, Author, Objectives Page 3 Contents Page 4 Executive Summary Page 5 Aerial Photo Page 6 Observations& Recommendations Tree#01 Page 7 O&R Tree#02 Page 8 O&R Tree#03 Page 9 O&R Tree#04 Page 10 .... O&R Tree#05 Page 11 .... O&R Groundcovers on Slope Page 12 .... Notes on Habitat Trees Page 13 ....Methods of Observation Page 14 .... Methods continued Page 15 ....Waiver of Liability, Contact Information Richard R. 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Aerial �j Richard R. Hefley International Society of Arboriculture Certified Arborist# PN 0784A ERROR: invalidfont OFFENDING COMMAND: xshow David W. Johnson From: Linda Atkins Sent: Tuesday, July 29, 2014 3:38 PM To: David W. Johnson; ROGER WERTH Cc: Randy Marx Subject: RE: Werth, 983700005 David and Roger, A letter was sent by Randy regarding both the septic permit that was issued and the building permit application. They applications are not consistent. A redesign is required as well as designation of a reserve drainfield area since Mr.Werth is not proposing a building on the site,thus eliminating possible reserve area for the septic system. David, please see Randy's notes in the building case referencing his letter to Mr. Werth and the designer Bernt Ericsen. Mr. Werth, please see Randys letter sent July 21"or 22nd regarding the items that needs to be addressed. I met with Bernt briefly on Monday the 28th to confirm what we need to proceed with review. Linda Atkins R.S. Environmental Health Specialist, JCPH Environmental Health Division 360-385-9444 Afways working for a safer and hearthlerJefferson County tm pini viiiL.(a;Miff This e-no il message, including any etc chmrnts, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosrre or distribution is prohibited if you are not the Intended recipient, please,' contact the sender by reply e-mail and destroy all copies of the original message. All email sent to ibis address has been received by the Jefferson County e-mail system and is lherelhrh subject to the Public. Records Act, a state law found at RCW 42.56. tinder the Public Records law the County must release this e-mail and its contents to any person who asks to obtain it copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including RCW 42 56. From: David W. Johnson Sent: Tuesday, July 29, 2014 1:13 PM To: ROGER WERTH Cc: Randy Marx; Linda Atkins Subject: RE: Werth, 983700005 Roger, I'm ready to issue, unfortunately I need Randy to sign off the building permit before I can, even though he's approved the septic permit. I have copied him (and Linda Atkins) on this email, but understand he will not be back until next week. Perhaps Linda can? From: ROGER WERTH [mailto:werthr©msn.com] Sent: Wednesday, July 23, 2014 9:22 AM To: David W. Johnson Subject: Werth, 983700005 David, Looking on the Jefferson County permit case summeries I see that their has been progress on my permit applications ZON14-00016, SDP14-00007, BLD14-00205. I also see that the Case Status box still says pending though. My septic permit SEP14-00022 status says approved. I have 90 days to complete my septic work, but I need to 1 remove the trees outlined in my Geo tech report and aborist report to start my septic work. Can I move forward with the tree removel now, so I can get the septic designer started with repairing the existing system? Please let me the know the status of my permit applications, ZON14-00016, SDP14-00007, BLD14-00205? Thank you, Roger Werth 360 431-0032 2 Jefferson County Code 18.25.270 (1) Alternative Protection via Critical Areas V/ (ix) All structures are as far landward as Stewardship Plans (CASPs). If a proponent of a possible and not closer than 30 feet from the ordi- Z a shoreline use or development proposes to modify nary hWi water mark;and the buffer width requirement of an SMA-regulated V (x) At least 80 percent of the buffer area ----"-- waterbody using the CASP standards described in between the structures and the shoreline and/or `c h Article IX of Chapter 18.22 JCC,such buffer mod- critical area is maintained in a naturally vegetated ' O ification shall require a shoreline variance. If the condition. proposed CASP buffer modification is for a wet- (b) Nonconforming Lots — Common Line 1 14 land or habitat conservation area that is physically Buffer. For the purpose of accommodating shore- separated from the SMA-regulated waterbody, no line views to be adequate and comparable to adja- 9 (rf shoreline variance shall be required. cent residences,but not necessarily equivalent,the ( � (5) Regulations — Exceptions to Critical Area administrator may reduce the standard buffer for a ' 0210 and Shoreline Buffer Standards. new single-family residence on nonconforming (a) Nonconforming Lots — Development lots consistent with the following criteria: Allowed without a Variance(Modest Home Provi- (i) The proposed residence must be sion).New single-family development on any legal located within 300 feet of an adjacent legally estab- lot in shoreline jurisdiction that is nonconforming lished single-family residential primary structure with respect to the required buffer standards may constructed prior to adoption of this program that be allowed without a shoreline variance when: encroaches on the standard buffer. The mere pres- V—(i) The depth of the lot(distance from the ence of nearby shacks, sheds or dilapidated build- 2' ordinary high-water mark to the inside edge of the ings does not constitute the existence of a frontage setback) is equal to or less than the stan- residence,nor can such structures be used to deter- k4 dard shoreline buffer as indicated in subsection mine a common line buffer.The nearest corners of (4)(e) of this section; and the adjacent residences are those closest to the L.-0i) The building area lying landward of side-yard property line of the proposed residence. the shoreline buffer and interior to required side- (ii) Existing Homes on Both Sides. yard setbacks is not more than 2,500 square feet Where there are existing residences adjacent on` and the driveway is not more than 1,100 square both sides of the proposed residence, the buffer l (AG feet. The building area means the entire area that shall be determined as the greater of either (A) a / —eit , l will be disturbed to construct the home, normal common line drawn between the nearest corners of t' (c 'v appurtenances (except drainfields), and landscap- each adjacent residence(see Figure 18.25.270(1)), ing;an or(B) a common line calculated by the average of (iii) All single-family residences both adjacent residences' existing setbacks (i.e., approved under this section shall not extend water- (y+z)/2=x buffer; see Figure 18.25.270(2)). ward o e common-line buffer;and (iii) Existing Home on One Side.Where (iv) Appropriate measures are taken to there is only one existing residence adjacent to the mitigate all adverse impacts, including using low proposed residence, the common line buffer shall impact development measures such as pervious be determined as the greater of either (A) a corn- pavement for driveways and other hard surfaces; mon line drawn between nearest corner of the and foundation for the adjacent residence and the near- ✓(v) Opportunities to vary the side yard est point of the standard buffer on the adjacent and/or frontage setbacks are implemented to vacant lot(see Figure 18.25.270(3)),or(B)a corn- reduce the nonconformity when doing so will not mon line calculated by the average of the adjacent create a hazardous condition or a condition that is residence's setback and the standard buffer for the inconsistent with this program and Chapter 18.30 adjacent vacant lot(i.e.,(y+z)/2=x buffer; see Fig- JCC,;and ure 18.25.270(4)). . 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REVISION DATE DATE: 4121/'14 .._ DETAILS 4 SCALE AS NTI ENGINEERING 0 rsp & SURVEYING 131 PARADISE COVE Il DESIGNED BY: TTA , .I r�• pORT ANGELES.WA 95352 0 _ - DRAWN TTA y BRINNON, WASHINGTON 98320.iietilf W W WMI4U.COM W q. N CHECKED'. F_(350)4528498 REVIEW'. JOW NT/ ROGER WE RT H • "6.gON JEFFERSON COUNTY �� �7 0 DEPARTMENT OF COMMUNITY DEVELOPMENT �/ r�J --_l • 621 Sheridan Street • Port Townsend • Washington 98368 I ,C� JUN 1 1 014 YySxatD� 360/37911450 • 360/379-4451 Fax http://www.co.jefferson.wa.uslcommdevelopment/ Li r JEFFERSON COUNTY )FPi OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# /4 -uC C A,5--- PROJECT/APPLICANT NAME: ROGER WERTH DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE II.E.. SITE) Size of parcel 0.17 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 7,377 sq/ft / Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry, salmonberry, ' and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert' acres or more of Construction site for structures 468 sq/ft native vegetation lo lawn or landscaped areas? Drainfield,septic tank,etc. 16 sq/ft Circle: Yes CNo ) Well, utilities,etc. sq/ft Does the project convert 2 Y4 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 1,125 sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 1,609 sq/ft Cut Fill (cu/yd) • [over) stormwater talc worksheet—REV 2/202008 7 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions •prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING EX.TRAILER TO BE (all roof area) 560 REMOVED=160 Structures ( ) sgifl Structures(all roof area) sq/fl Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc 1,086 sq/fl Driveway,parking, roads,etc 912 sq/ft Other sq/ft Other sq/ft Total New 1,646 sq/ft Total Existing 1,072 sq/ft TOTAL NEW+TOTAL EXISTING' 2254 sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. • DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 15 % Does the site have 35%or more of existing impervious surface? Circle: Yes (Na) FURTHER INSTRUCTIONS: If the answer is yes, the proposal is conside ;• . • ••. • • .n. the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is ��• =l '•e :•u'.,. - .lopment and the •t•.'=.`-.F1 `�h ine the Minimum attached Figure 1 should be used. At this juncture,the applicant should r- t•" - ,_ Requirements for stormwater management. DCD staff will help verify the cl, .. `I,= ion of the prose = _ . ,.n requirements. For proponents of "small" projects who must comply only with Mini quirement #2—Construct Iti t.t■rmwater Pollution Prevention—an additional submittal is not required. The proponent is res.• b or enJi 'i t$le l {lem,i . • •ntrol erosion and prevent sediment and other pollutants from leaving the site during the co : 4v phase of the p Of'ebt. • the Construction Stormwater Pollution Prevention (SWPP) Best Management Practi _- - Packet. Proponents of i., ii m"projects—those that must meet only Minimum Requirements #1 through #5—and for 'large" pro:- ••1•,•• ° s ::t all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD ha• •r-=p �•tlrl r date of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwa n ���rwj',i-jv. r! .•t..!'∎ 'IAtid Su•mittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. �% N OWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) atoenweter wale worksheet—REV.2/2012008 2 BUILDING PERMIT APPLICATION B Review Type: Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00205 Received Date: 6/11/2014 SITE ADDRESS: 131 PARADISE COVE BRINNON, 98320 OWNER: ROGER A WERTH PHONE: 360-431-0032 1562 FLORAL CT LONGVIEW WA 98632-3406 PARADISE COVE SUBDIVISION: Block: Lot: PARCEL NUMBER: 983700005 Section: 29 Township: 25 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP Garage, no heat, no plumb w/ heated workshop upstairs. TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 468 VALUATION 73,863.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: GAS OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 468 CONST TYPE: SETBACK: DECK: 314 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 33681 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: 0 Total: 0 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $793.00 MEB 06/11/14 148739 Plan Check $515.45 MEB 06/11/14 148739 State Building Code $4.50 MEB 06/11/14 148739 Potable Water Application $67.00 MEB 06/11/14 148739 Total: $1,379.95 (� Z� ci2 g 04.,P-Per v vA l u 6 t,U-C. \\firinm,rL\rlcfe\fnrn,c\R RI fl Ann RLI m/ ail nniA o • Ap . . • . • • • N if q; }- {{(l1 l[(l1 $'a m , ;o m 3. a ; m 2;i , 2='2=' mI DD m \ DD I. =0z� T NO xM 7.0 r Av. n;z0 y r < o a_ F Z Fz°i n y Z 7.47.' Q L •;,1,1.,1 /� Wmi-- i=f, gr”,- m ^G N o9 m° ° 4=' ZOFA O .... / 2'6. / _ f 0 / ---- v- .fir. 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(Check each box that applies ❑Lot or Road Segr.•I• ' i IRBuilding ❑Critical Areas Ste p Plan _ , ❑ Demolition Permit ❑Variance(Minor, • ReatiJ able Ecoriomtc U LJ ❑Single Family 9 Garage Attached/Detached ❑Conditional Use[s(:I, I.),or C]*" ❑ Manufactured Home ❑ Modular ❑Discretionary"D" .r n•,:med Use CIa i .: '. ❑ Commercial* ❑Special Use(Esse tial P . c tj.:.:Li)!1.'DUNT/ ❑ Change of Use ❑Boundary Line Adj' stme ql ITf DEVELOPMENT CI Address ❑Road Approach ❑Short Plat** BitPT.OF COMMUNITY ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes'Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ®Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: Jefferson County septic tank repair, case #: SEP14-00022 Roger Werth (owner) DESIGNATION OF AGENT I hereby designate g to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE - Date: 06/04/14 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application tilt he or she wan s prior dee.Signature: Date: 06/04/14 f� 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 fordheenng to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: / ..x...---11.. �C/ Date: 06/04/14 07/24/2013 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 th General Contractor for the proposed project. Signature: -- Date: 06/04/14 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Owner will act as the General Contractor ( 360) 431-0032 ( ) MAILING ADDRESS: 1562 Floral Court,Longivew,Washington 98632 EMAIL: WerthrQ@msn.com CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE (360 ) 431-0032 FAX:( ) MAILING ADDRESS: 1562 Floral Court,Longivew,Washington 98632 EMAIL werthr @msn.com Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New hood Existing: ❑ Sewer ✓ Addition n Steel Proposed: Bank ❑ Community System L Alteration/Remodel u Concrete Total: • Height: U Individual System L Repair u Masonry 6.kom(OHWM) SEP Permit# 14-00022 E Demolition ❑ Other: Bedrooms: Water Supply: Existing: C Setback: ❑ Private well ❑ Two Party of Heat: Proposed: ri ar from ptili ) n Public y V.I.y / In. 1 J^�. Total: 67 Name of System: J, Paradise Cove Club, 33681 M If this is a Commercial Protect 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.nsert reht0 I evotS telleP I knaT retaW toH I 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 Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: —�} 2""Floor Heated Consistenc Review: `f- . 51 ilQl� `�Z y ? 2b2 (SD's, „ c, sply-2. A a,h Other Heated Base fee: Mez fit ' © IE [NE E ,1 Additional Section: y q Heated Bps ment Plan Check fee: ` \ 515.14C Unhea0 sen19►it 2014 State Surcharge fee: p ; :I i‘ j Othet Unh -- Pot Water Review fee: t)'-'j JEFFERSON COUNTY Garag eiCat ll CU1"A4Ui'l IY DEVELOPMENT I y SUBTOTAL ( Cl `�ti 8 z,' Decks !� 07 i - 911/Rd Approach fee: Other ! rsi�j��' Sr DP �` TOTAL: L --p),i 4:1;10_ta)Receipt Number: " f � / �'`�Z r i Cash/Check Number: 3 +°�7 l ESTIMATED COST(REQUIRED) Date: t_%+)�;�� .Fair market value of all labor and materials foundation to finish i $14,200 Initials: 5€... 07/24/2013 nsoN cbG JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368]Web:www.co.iefferson.wa.us/communitydevelopment �9Sxo� Tel:360.379.4450 I Fax: 360.379.4451 Email:dcd a(�co.iefferson.wa.us SquareONE Resource Center I Building Permits & Inspections I Development Review I Long Range Planning March 21, 2014 ROGER A WERTH 1562 FLORAL CT LONGVIEW WA 986323406 RE: SITE ADDRESS: 131 PARADISE COVE CASE#: MLA14-00025 Dear ROGER A WERTH: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Please submit a geo tech report. The parcel is located within an intermediate shoreline slope stability area. Invoiced attached for a shoreline exemption permit. Shoreline exemption permit required for all development within shoreline jurisdiction. Shoreline jurisdiction is measured 200 feet landward of ordinary high watermark. Please submit the above information to the Department of Community Development by June 19, 2014. Pursuant to Jefferson County Code, JCC 18.40.110(3) and (6), if the applicant does not submit the additional information or does not request additional time to submit the required information within the ninety (90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, b f Department of C. ity Development Staff c: File 11tidemark\data\forms\F_MLT_Add I nfo_Requ st.rpt 3/21/2014 a5 't \ - `�' \\,,,\ SEP14-00022 s1� '� Cu \� �f ' ' SEWAGE DISPOSAL PERMIT FILE SHEET Review Type: b \N -c j V -/ J\C ' Jefferson County Public Health 0 :� -. --, 615 Sheridan Street, Port Townsend WA 98368 (360) 385-9444 PERMIT #: SEP14-00022 Date Received: 02/24/2014 SITE ADDRESS: 131 PARADISE COVE Revised Date: BRINNON, WA 98320 APPLICANT: ROGER A WERTH PHONE: 1562 FLORAL CT LONGVIEW WA 986323406 SUBDIVISION: PARADISE COVE BLOCK: LOT: PARCEL: 983700005 Section: 29 Township: 25N Range: 02 W Legal Description: PARADISE COVE LOT 8 INTERESTED PARTY: DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: 300-SEPTIC TANK TO INDIVIDUAL SYSTEM TYPE OF WORK: TYPE OF USE: RESC ADDITIONAL WORK: NONE Type Amount Paid By Date Receipt Tank or Pump Chamber $266.00 SAR 2/24/2014 147770 Total: $266.00 Parcel Tags; Description Notes Updated 1.) WSRC Coaching - CAO 2013/09/12 September 12, 2 SG 2.) WSRC Coaching -SMP 2013/09/12 September 12, 2 SG 3.) WSRC Coaching - Other septic/ bldg permit records September 24, 2 4.) WSRC Coaching - Other 2013-11-20 December 16, 21 5.) WSRC Coaching - SMP 2013-11-20 December 16, 2, 6.) WSRC Coaching - LID 2013-11-20 December 16, 21 7.) WSRC Coaching - CAO 2013-11-20 December 16, 2, 8.) Customer Assistance Mtg Reg CAM14-00008: R. Werth January 10, 201, 01/09/2014: 1 hr. 15 min. - property development, maps Associated Cases Status Issued Finaled Description CAM14-00008 M 1/8/2014 Is this lot a buildable lot? SEP14-00022 P SEP73-170 SEP73-00170 F 7/12/1973 4/16/2004 S0M73-00170 VIO 12/30/2013 \\tidemark\datalforms\F_SEP ApplicationNW.rpt 2/28/2014 Al Jefferson County Department of Community Development otv .1011 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 i� �+nsh• . A SEPTIC PERMIT APPLICATION I�/Will-003;k , ' 11h PROPERTY OWNER C-)EIK w ER TH ex 4 MAILING ADDRESS 156.2. F L aR A L C_T FEB 2 4 2U14 /�:.RFRNT PAUL ERICSEN.':,11 LONe7VlG W t �/rt. -I8(e3� $. IC NSEbDE I NER. 110, PHONE ( 36o ) 431 — OO 3a'L EXPIR S 02/11 /5' SYSTEM DESIGNER ER C.S t NI -DDS I EJ kJ Designer Phone# 3 6e6 - 001 - 0 3 LL LEGAL DESCRIPTION: Section am Township.25Q Range ..2 W PARCEL# 4 S 3 7©0 0©5 Subdivision Name PA RA D I s e Cc)\i E Division Block Lot(s) 8 Site address/Directions to site 13 l PARR D t'5 E COVE, -P R t N N O tai . WA. qv 3020 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tank/s only X Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE '7ct2,so.4 y- SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional X Designate Reserve Area Yes#este 7 3 - /70 ' Alternative Redesign No SYSTEM DETAILS Number of Gallons/day Soil type (attach soil eval.) Application Rate gal./sq.ft./day Drainfield Length ft. Trench Width ft_ Trench/Bed Depth in. Septic Tank size gal. Pump Chamber size gal. TYPE of system INSTALL PIMP TM4K. Tp CARREC.T VIOLATION By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal —A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. -, _ . �%vim < /6/' Property Owner Signature Date FOR OFRCE USE ONLY PARTIAL ASBUILT FINAL APPROVED INSP/PUMP TEST PUD ALL HOLD REQ. MET Date...i_(I( I Fee , Rec#J L-� _ .heck# Case#SEP j L4^ () Z H:\WEB\PDFs\Septic\stiptic_permitapp_2008.DOC O 4 hi . v-.4" GE.ern — _ ` ` o � a oy e° .. ;u,�e . It S' $ y6yz R\A / / 44i 10, • At, -i--_ p-0 A o •\: , a , i J '. 6 ,, s 'Loo,OI4/ �4 ^p . 4Oa.�'Oo t9 1? d 0, ')cy/ CO n o aa 1 9' 64 E 4," 15 I— obD � ry aS 4M O `tea 0,/ a o a e o / wU NU ISO/ \/ 1 m/P ! C N v 0c 04, 04 y/ p . ti • Jp c 4 in. 4 ■ N. A-``�a w 0 4 3 W w S a \ o`�fgb '8 d = 9'e 03 CO U ec,44.10 CI N N drSS N asO N w a� \ rc N ob6 N. v z •DD Na J) N ] w N U) t .oO O'0,6 \\ o H < m w = c 8d' 4. N to a m O SON d' , >. m wao f a w o w w , zw o ` w 0 <u_ m r^i E ,L1 2' to N O o)! o- ',Y` D S c E o rcn LL w _ Q s' Colleen Zmolek From: ROGER WERTH [werthr @msn.com] Sent: Tuesday, March 25, 2014 9:15 AM To: Colleen Zmolek Subject: Case# MLA14-00025 Colleen, I just received your letter regarding Jefferson County's need for a Geo Tech report on my property at 131 Paradise Cove, Brinnon, parcel number 983700005. A few questions: 1. I've already paid a fee to Jefferson County Health to repair my system. Why the new fee? e 5-5-a 2. I have called a geo tech firm base in Shelton and spoke to a geo tech engineer who was confused on what type of report Jefferson County needs. Does Jefferson County have guidelines regarding a geo tech report? Loser- (,)"-q. -- -4cm " S .Q,C — Ok,e 'rir cJ1-- 3. Does Jefferson County have list of qualified eo tech engineers to call on? Mof 0-4 41•;'" 4. My plan for my property is to remove two trees (I've hired an aboris to do a report), build a 300 sq. ft. boat storage garage and small deck which is set back over 85-feet from the high water mark. Will the new fee of$532 cover removing two trees and the building of the garage and deck? N,,, ��,.,.,;,t� 5Q- - ktocPs -n1' A-e4F • I"nw,zsba- a wcN Cor\ mtnb- 5. I met with Zoe Ann Lamp and did a CAM (CAM14-00008) for my property. What appropriate permit applications and the process I need to do get my project started to build a small boat garage, remove two trees and build a deck? Thank you! II Sincerely, 3 - l9 - l L\ Roger Werth �� s c i 360 431-0032 �9`�� cd -AD c cl ,(---• ca,,,'0 s, 1 `JhuaU4 p °‘(\ 5- 1 Ct,545+ t ab 1 13('5 T ' 1 k E t-1/4- V �-o.eW ,;, (06 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment �gS_____ $ Tel:360.379.4450 I Fax:360.379.4451 I Email:dcda(7.co.iefferson.wa.us 1 friNG Building Permits&Inspections I Development Consistency Review I Long Range Planning I SquareONE Resource Center Instructions:Please complete this form and submit to DCD with payment to the address or email above. Customer Assistance Meeting (CAM) Intake Form Help us provide you the information you need by filling out this form prior to meeting with our Coaching staff. Office Use Only The fee for the CAM is a minimum of one hour at DCD's hourly Receipt#: rate, not including the first 15 minutes of staff time. Additional time over one hour will be billed in 15 minute increments. Upon submit- Check/CC#: tal of a complete CAM application and payment of the initial hour Date Paid: fee, an appointment will be scheduled for the CAM meeting. Received By: NAME: .. * — • —. DATE vr EMAIL ADDRESS a , MAILING ADDRES C_3 , n G TELEPHONE: (HOME) (WORK) 1 OWNER OR 0 REPRESENTATIVE: 41' MAILING ADDRESS: TELEPHONE: (HOME) (WORK) Staff will call with in 7-10 days to arrange a meeting. Our goal is to meet with you within 14 calendar days of the request. Your Signature(if not the owner): PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues. Any discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duly to submit an application consistent with all relevant requirements of County, state and federal codes, laws, regulations,land use plans,and other requirements. Friday,January 03,2014 L\ p Fcc,u� -,e.(.J c Sa0--;c, Qcbuj' csecx r‘\\--4'‘ AAA k.4) RV-0 CQ U 453Z Ir\Qo (ea sDaccuas2, -We SDP \ z\ --1 m�, Fk a� ,w�sOV (-0 Jefferson County Community Development Inv# 14-045 W jam. 621 Sheridan Port Townsend,WA 98368 �9SArN G'o$ (360)385-4450 k` h F a Jame: Roger Werth Date: 3/21/2014 Address: 1562 Floral Cout City: Longview State: UVA 98632 Case: SDP14-00007 Phone: 360-431-0032 r DATE DESCRIPTION OF SERVICES QTY UNIT PRICE TOTAL 4/21/14 Shoreline exemption for septic permit SEP14-00022 1 532.00 $ 532.00 $ - $ - $ - $ - $ - Shoreline exemption permit is required for any development $ - located within shoreline jurisdiction. Shoreline jurisdiction is $ - measured 200 feet landward of ordinary high watermark TOTAL: $ 532.00 *'***PLEASE PAY FROM INVOICE***** Submitted By: Make Check Payable to: Name: Jefferson County Community Development Title: 621 Sheridan Port Townsend,WA 98368 Date: CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 983700005 Printed: March 24, 2014 Cases Name Review Status Planner Type CAM14-00008 MOLTKE NA M Zoe Ann Lamp Application Received: 1/6/2014 Permit Issued/Case closed: 1/8/2014 Case Finaled: Is this lot a buildable lot? No findings, conditions, or permissions found. SEP14-00022 MLA14-00022 WERTH I P Application Received: 2/24/2014 Permit Issued/Case closed: Case Finaled: SEP73-170 No findings, conditions, or permissions found. PRJ14-00026 MLA14-00025 WERTH P Application Received: 3/21/2014 Permit Issued/Case closed: Case Finaled: Shoreline exemption permit for a septic application SEP14-0022 No findings, conditions, or permissions found. SDP14-00007 MLA14-00025 WERTH 1 P Application Received: 3/21/2014 Permit Issued/Case closed: Case Finaled: • Shoreline exemption permit for a septic application SEP14-0022 No findings, conditions, or permissions found. PRJ14-00025 WERTH P Application Received: 3/21/2014 Permit Issued/Case closed: Case Finaled: SEP73-170 No findings, conditions, or permissions found. SEP73-00170 MOLTKE F Application Received: 7/12/1973 Permit Issued/Case closed: 7/12/1973 Case Finaled: 4/16/2004 No findings, conditions, or permissions found. SOM73-00170 MOLTKE VIO Application Received: 4/16/2004 Permit Issued/Case closed: 12/30/2013 Case Finaled: No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 3/24/2014 Page 1 of 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map SU2293CQ' 1 50n930;2 963700001 983 10:-.0133 :9a37-mn '1 I Legend 'U°'`:,1 JC_Roads �,��" M _ r / Assessor aps-H 983 �:r �+ �, t - Parcels-H cP 983 r07005'" Shoreline Slope Stability `-ti__ '983X0:013 [] state �'�- 420 / mlernmtluto '�y 983.1?OCC'U? / 983?COWS / n tl nel atre / ® dn stab e Roccnl Lane slide 983700Ci 9 0 11ns1ffieOa LantlslMC • 137000<0 Mofldctl ll/ , ...... / r 7 i /..37000'3 // t %Lan;, i-: ..nzm Canty Caen s.• •3 ..,•3911 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. 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J , ..411 1 III \I1:: :I',r.,1.Aaj.saessol Curly Cows Solaces GAS 0■11•1•11111t1:., I FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Wed Mar 05 11:54:42 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 3/5/2014 } r nr ,. JEFFERSON COUNTY • DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend,WA 98368 I Web:www.co.iefferson.wa.usicommunitvdevelopment h rat vGtt Tel:360379.4450 I Fax:360,379.4451 I Email dcdt&co.iefferson.wa.us Building Permits&inspections I Development Consistency Review I Long Range Planning I SquareONE Resource Center instructions:Please complete this form and submit to DOD with payment to the address or email above. Customer Assistance Meeting (CAM) Intake Form Help us provide you the information you need by filling out this form prior to meeting with our Coaching staff. Qffic.3 Use Ord The fee for the CAM is a minimum of one hour at DCD's hourly Kece;pt#: rate, not including the first 15 minutes of staff time. Additional time C:Irec�kCC _ over one hour will be billed in I5 minute increments. Upon submit- --tal of a complete CAM application and payment of the initial hour pate Paid: (� j fee, an appointment will be scheduled for the CAM meeting. Received By: ( l "7-7' DATE: ' J/ .r" NAME: "7-7''��.'� MAILING ADDRESS: TELEPHONE: :3 6' ,,.1.', {WORK) (HOME) ��44ss OWNER OR REPRESENTATIVE: 6, MAILING ADDRESS: ri TELEPHONE: (WORK) (HOME) Staff will call with in 7-10 days to arrange a meeting. Our goal is to meet with you within 14 calendar days of the request. Your Signature(if not the owner): / -- PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues.Any discussion or information provided shalt not bind or prohibit the County's Mum implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant or his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes, laws, j regulations,land use plans,and other requirements. U 1 Friday,January 03,2014 Customer Assistance Intake Form - CAM Page 2 of 2 Project Description - List all information about your project and any questions you need ad- dressed prior to the CAM meeting so we can be prepared. Attach additional sheets of paper if necessary. i. Property Description General Location: Property Address: 9-Digit Parcel Number(from Property Tax Statement): Total Acreage: Zone: %Lot Coverage: Applicant: 0 Owner 0 Lessee a Contract Purchaser Other El Attach conceptual site plan. It should illustrate proposed access, location of existing and pro- posed building(s),parking,and other on-site improvements. 3 Proposed use(s): _ Proposed access: 0 If there are existing structures on the site, in what year were they constructed? Demo? O Do you propose a land division? If so what? O Number and Type of Proposed Dwellings: Single or Multi-family homes: ADU/Garage: o Commercial or Mixed Use Development Sq/Ft Please circle Yes("r)or No("N') below: Any known wetlands or buffers on the property? Y N Any steep slopes(greater than 15%)? Y Any conditions or restrictions(e.g.,easements,street vacation)? Y N Is your property bordering on,or within 200' of a body of water? y N Have you discussed the project with county stafil N If yes,name: --° Point Pay - Create Order Page 1 of 1 Thank you for your payment! This service has been provided by Jefferson County Dept of Community Development, WA and Point& Pay. We value your business. Please keep this receipt for future reference. You have made a payment to Jefferson County Dept of Community Development. WA . Jefferson County Department of Community Development thanks you for your payment. For questions about your account, please call 360-379-4452 Name: Roger Werth Address: 1562 Floral Ct, Longview WA, US, 98632 Contact: 3604310032 Comments: Payment ID: 12417472 Date: 01/06/14 04:50 PM Subtotal: $76.00 Fee: $2.50 Total: $78.50 Method: Credit or Debit Card(************4503) Item Purchased Transaction Description Account Amount CAM Meeting Jefferson Co C D GOV Roger Werth $76.00 Signature: Date: By signing this receipt you agree to the terms and conditions of this service. You will see one line item on your credit or debit card statement indicating the amount you paid and will be identified as Jefferson Co C D GOV. If you have any questions about the charges please call 1-888-891-6064. Print Receipt Close Window JEFFERSON COUNTY , NO. 145 95 DATE `� 6 �! RECEIVED FROM \<-11/11- -'1 (la DESCRIPTION / ,r � BARS# AMOUNT ` . CURRENCY " J Va COIN CHECKS n O RECEIVED BY d rr _ TOTAL cr,J, https://agent.pointandpay.net/pointandpay_counter/viewReceipt.do?method=viewPaymentR... 1/8/2014 Septic Permit Detail Page 1 of.2 Jefferson County v-'•*t' o ti �I��I �` ,..�Z x 'W"v". w 2 .: away: v Home County Inf© Departments , Search Septic Permit Detail Case Number: SEP73-00170 Received Date: 7/12/1973 Case Description: Issued Date: 7/12/1973 Status: F Expiration Date: 7/12/1976 Final Date: 4/16/2004 Permit Applicant: GLENN MOLTKE Parcel Number: 983700005 Type of Work: CON Water Source: PUB Tank Size: 750 Number of Bedrooms: Water Type: Soil Type: Size of Site: 0.17 Drainfield Length: 30 Ft Applic Rate: Previous Eval? Trench Width: 10 Ft Staff: R MARX Gallons Per Day 240 Trench Depth: 30 In Type of System: CONVENTIONAL TRENCH System Comments: Septic Waiver Comments: Case Notes: http://www.co.jefferson.wa.us/assessors/parcel/SepPermitDetail.asp?esm_caseno=SEP73-0... 1/1/2014 1 Permit Details Page 1 of 1 e ;' r ounty —Weather Stz on �°�: Database Toots':.� +.' Chaps .++4. !W btam Home County Info Departments Search Permit Case Summary Case Number: Search tler Case Number: SEP73-00170 ICase Status: Flnaled Date Received: 7/12/1973 Description: Date Issued: 7/12/1973 Applicant: GLENN MOLTKE Expiration Date: 7/12/1976 Site Address: 131 PARADISE COVE Case Finaled: 4/16/2004 Parcel No: 983700005-Other Cases Parcel Data Mau It More Details Imaaes Case Actions Below is a list of actions that have been taken by staff for this permit case.They are sorted based on the date they were added to the database with most recent actions at the top.A value in the"Date Completed" field indicates that the action has been completed. Description: SEPTIC PERMIT FINALED"F' Date Completed: 7/12/1973 Description: Issue permit no form Date Completed: 7/12/1973 Description: Case Entered Date Completed: 4/16/2004 No Conditions or Findings Found Jc er or= [ HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co jefferson.wa.us/commdeve lopment/ppquery/caseDetails.asp?esm_caseno=SE... 1/1/2014 Permit Details Page 1 of I — A C e erson ounty Database Tools yIt714;r-°- 0, Webcam DtrLirimelk Sea[ch L Permit Case Summary Case Number: Search ,)Help Case Number: SOM73-00170 ICase Status: Finaled Date Received: 4/16/2004 Description: Date Issued: Applicant: GLENN MOLTKE Expiration Date: Site Address: 131 PARADISE COVE Case Finaled: Parcel No: 983700005-Other Cases Parcel Data Mao It Case Actions Below is a list of actions that have been taken by staff for this permit case.They are sorted based on the date they were added to the database with most recent actions at the top. A value in the"Date Completed"field indicates that the action has been completed. No Conditions or Findings Found jeffitiorf Calmly HOME I COUNTY INFO I DEPARTMENTS I SEARCH ode Best viewed with Microsoft Internet Explorer 6.0 or later ISWindows- Mac http://wwvv.co.jefferson.wa.us/commdevelopment/ppquery/easeDetails.asp?csm_caseno=S... 1/1/2014 • I r 1/1/2014 Goodman, Inc. 2495 Cape George Rd 360-385-7155 Port Townsend,WA 98368 —PROPERTY INFORMATION -. Location:131 PARADISE COVE Brinnon Tax ID:983700005 Maio: GLENN MOLTKE 140 WOOD AVE Use:Residential,Single Family SUMNER,WA 983901291 GENERAL SYSTEM TYPE:Gravity Owner:GLENN MOLTKE ON ID:SOM73-00170 Foe ONSITE SEWAGE SYSTEM INSPECTION REPORT ' Foe Here Here Inspected:12/30/2013 - Inspection Type:PROPERTY SALE - Correction Status:Corrections in progress Company Certification-Level 1 Work Performed By: Submitted 12/302013 by: Goodman,Inc. Doug Nebel Doug Nebel This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES Deficiencies Were Noted:Corrections are in progress. Tank was not pumped.No house,Foundation only.Roots removed from outlet pipe and D-box installed riser on D-box.10 Min. Water test on drainfield Accepting water. GENERAL SITE&SYSTEM CONDITIONS • The General Site and System Conditions were: Fully Inspected • All Components accessible for maintenance,secure and in good condition: YES Surfacing effluent from any component(including mound seepage): NO _ Components appear to be watertight-no visual leaks: YES Improper encroachment(roads,buildings,etc.)onto component(s): NO Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: NO Subsurface components adequately covered YES Owner compliance issues noted NO Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: NO Occupant compliance problem(occupant not operating the system properly). If YES,describe in notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection? N/A (If NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe YES in notes). If no as-built exists or changes made,state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, NO describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. YES-In Progress Is the SEP case in a finaled/completed status?(if NO explain in comments) YES ONSITE SEWAGE SYSTEM INSPECTION DETAIL TANK:Septic Tank•1 Compartment This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): N/A Compartment 1 Scum accumulation(Inches,if other specify): 0 Effluent filter/screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): - 1 Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 750 This report indicates certain characteristics or the ensile sewage system at the time al visit.In no way is this report a guarantee al operation or future performance. ReportlD:353323 View inspection reports online at www.onlinerme.com Page 1 of 2 a rain field:Gravity This component was: Fully Inspected Component appears to be functioning as intended: YES Ponding present?If YES explain in comments: NO aisfribution:D-Box This component was: Fully Inspected 0-Box in good condition: YES D-Box outlets set to allow equal effluent distribution: YES • This report indicates certain charactenstics stifle onsite sewage system at the time of visit In no way is this report a guarantee ofoperation or future perimmance. ReportlD:353323 View inspection reports online at www.onlinerme.com Page 2 of 2 • t S 5 f*S-r-e tro e"- ..-14fitielill 'Mei \ r■sr\--i -U„eQ ‘r,N, t q 1 3 se L:;"--t 3-1-7 o 903 E. Carol I r.e OLYMPIC HEALTH DISTRICT Permit NO. 3.JILL_ Port -Angeles :SEWAGE DISPOSAL PERMIT APPLICATION ,I Submit in Duplicate ilder Court House Port "-4.-4- 4 - 2, OIRIEM i' ' ' ' - . ADDRESS ---r-7ilir. 711,-=•.-4., ,--.-‘ -.. 'RCKE DIRECTIONS FOR LOCATING SITE. /7j .17/4!" /4 /""r-- PAir 1 4 ! , . . . . , ., APPLICATION IS TDiEBY MADE TO: INSTALL NI' SYSTEM R.M'AIR EXISTIPIG SYSTEM . .'-. • \' di Ilke At' ,,r19044--' YPE OF bITILD/NG NO. OF BIZIRCOMS BA.SE112- SITE SIZ i NAME OF INSTALLER C■44‘.. . -' '' DaINFMTLD LENGTH:31,j ,JIDTH 14z: DEPTH ;c:,.7 #LINRS1 , SEPTIC TANK SIZE_ ...,,,74 DRAW A DETAILED PLOT PLAN BELOW. SEE INSTRUCTIONS. SOIL TYPE L.) 1/4I-r...S3.----ek-No... \-•\2-- Vm-r1 ( 2) .t..", - ...s....s- 3.--,... .t. ..w. ... • Ci'll'a; '$) 0..2:4,44,444‘."4■,\,, C..A4P-f • . . . , •; ) \ ,-<1 4--,.1-7 : '1.- .- 01 . ., • . . . , . . i , 1 ANT CHANGE IN SunaumG OR SE,--ACIS ItPOSAL PLANS, LOCATION OR SITE, INVALIDATES )11.7,S PERMIT IINIESS PRIOR APPROVAL 073TAINM PROM THE HEALTH rzpARTMENT. DATE OF INSTALLATION S IGNATLTRE OF APPLICANTfft.. C1--NI-A7). APPROVED c"--- DATE 7(//2/-n INSPECTED BY CSirt,L C_3.h,V,._eC'.717/2._ DATE . SANITARIAN IS COMMITS: ,'` ,-.4.-P■4> . • .• . 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V t :,.,,yam.: SON c, JEFFERSON COUNTY r ((R DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 1 Web www.co.Jefferson.wa.us/communitydevelopment 9s�,ro� Tel:360.379.4450 Fax:360.379.4451 Email:dcd(o)co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Square ONE Resource Center Customer Assistance Meeting (CAM) Form / .,,., Office Use Only Your Coach: � 4,-, Zan /J Phone: How to Get the Required Permit(s) - Building and/or Land Use Email: Today's Date (/9///7/ walk-In: Time me Tracking Parcel Number 90 � ��v vv� Hourly Fee Density, Dimension and open Space Standards (JCC 18.30.050) IS Minutes See Attached: Research Meeting Phone Other: Start Time End Time Total Due Setbacks: Paid Zoning: I i 5 Forest Land Adjacent: Side Yard Setback: Road Frontage Setback: 14v1 Inr -- 50 Is the parcel part of a Plat or Subdivision? Y or Name of " Plat/Subdivision - Lot# P JA:Se nnG L fO What structures or other development are currently Misc: on site Environmental Health: Check with Environmental Health: Septic: Potable Water: v w m Process for Application: '* Building Permit is Required: Building Check List: Building Code: Allowed Use Table (KC 18.15.040): PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues.Any discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes, laws, regulations, land use plans, and other requirements. Friday,January 03.2014 , Customer Assistance - CAM Findings Page 2 Additional Information: PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues.Any discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes,laws,regulations,land use plans, and other requirements. Customer Assistance - CAM Findings Page 3 Based on the information you have provided here are the issues you should be aware of: Shoreline Environment Designations (SEDs) and Critical Areas (CAs) can be viewed on Jefferson County's online GIS mapping system (jMAP). The SED and CA maps serve only as a general guide to alert the viewer to the possible loca- tion and extent of such features. These maps should not to be relied upon exclusively to establish the presence, ab- sence or boundaries of a shoreline or critical area, or to determine whether all of the elements necessary to identify an area as a shoreline critical area are present. Conditions in the field control and other resource agencies may make the final determination. In the event of a conflict between the information shown on the maps and information resulting from field investigations, the latter shall prevail. The following Shoreline and/or Critical Area considerations are mapped on your parcel: Shoreline of Shoreline Shoreline Shoreline Type Statewide Standard Buffer+ Buffer Adjustment Environment Significance Building Setback Options May Apply Designation(SED) I.Stream/River Y or N Buffer= feet I.Reduction Upland: 2. Lake Setback= feet 2.Averaging In-water: arise 3.CASP Total Distance= 4. Modest Home 5.Common Line 6.Variance Fish&Wildlife Critical Critical Aquifer Frequently Flooded Areas Recharge Area Habitat Area Geological Hazards Wetland Conservation Area I. Seawater Intrusion I.Streams I. FEMA Floodplai I. Landslide I. Low Impact Use Protection Zone 2.Ponds T� 2.Seismic 2. Moderate Impact (SIPZ) 3.Lakes 3.Channel Migration Use COtr45 4. Marine Habitat Zone 3. High Impact Use 5.Other„Buffers Geecli Sl7d j `.)_�, yj and �y 7yT Setbacks r' r Maps A Provided 5 e,� C_N7hi'11� Notes Parcel Tag? Special Report Required? Other? 4t+ = uriK PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues. Any discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes. laws,regulations,land use plans,and other requirements. Customer Assistance - CAM Findings Page 4 Land Use Process: Pre-app Required: Shoreline Permit: Flood Development Permit: Land Use: Summary: Research: Information Supplied to Applicant: Handouts: Relevant, Existing, Active or Final Cases: PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues.Any discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, r • JEFFERSON COUNTY WETLAND BIOLOGIST LIST (IN ALPHABETICAL ORDER) The biologists listed below have submitted wetland reports,habitat management plans,and critical areas stewardship plans(CASPs)to Jefferson County Department of Community Development for project permitting. This list is intended to assist applicants in identifying a biologist for project permitting and does not constitute an endorsement of any consultant. Jefferson County does not provide recommendations nor are applicants required to use a biologist from this list. C3 Habitat Corporation(Christy Christensen) Belfair, Washington 360-277-4354 christy@c3habitat.com Marine Surveys&Assessments(Amy Leitman) Port Townsend, Washington 360-385-4073 marine.surveys.inc@zmail.com Meehan-Roulst Wetland Delineating(Kim Meehan) Port Townsend, Washington 360-774-0551 kimroman50 @msn.com Olympic Wetland Resources, Inc. (Dixie Llewellin) Port Townsend, Washington 360-385-6432 dixie@cablespeed.com Westech Company(Brad Shay) Port Angeles, Washington 360-565-1333 brad(cr�,westechcompany.com Wiltermood Associates, Inc(Joanne Bartlett, PWS) Port Orchard, Washington 360-876-2403 joanne(a wiltermood.com List Compiled: March 18,2013 JEFFERSON COUNTY WETLAND BIOLOGIST LIST (IN ALPHABETICAL ORDER) The biologists listed below have requested that they be included on this Jefferson County Wetland Biologist List. This list is intended to assist applicants in identifying a biologist for project permitting and does not constitute an endorsement of any consultant. Jefferson County does not provide recommendations nor are applicants required to use a biologist from this list. Wetlands Northwest LLC(Robert King,PWS) Seattle, Washington 98105 bus: 206-456-5474 mob: 206-554-1628 BioResources, LLC(Kim Schaumburg) Vaughn, Washington 253-884-5776 List Compiled: March 18,2013 This email is to inform you of some updated guidance that FEMA has been working on to help local communities gain a better understanding on how to integrate the 2008 Biological Opinion on the NFIP for Puget Sound into their implementation of the NFIP. This guidance replaces any previous guidance that was made previously available on each of the topics below. All of the documents have been posted to the FEMA website at: http://www.fema.gov/national-flood- insura nce-program-endangered-species-act. The following documents have been updated. NFIP-ESA Model Ordinance: http://www.fema.gov/media-library/assets/documents/85339 NFIP ESA Biological Opinion Checklist: http://www.fema.gov/media-library/assets/documents/85336 Puget Sound R10 Habitat Assessment Guide: http://www.fema.gov/media- library/assets/documents/85343 FAQ: Stormwater Management and Low Impact Development: http://www.fema.gov/media- library/assets/documents/85334 FAQ: Compliance Options http://www.fema.gov/media-library/assets/documents/31124 FAQ: Door 3 Clarifications http://www.fema.gov/media-library/assets/documents/85332 Additionally, FEMA has also issued an FAQ regarding Bulkheads located at: http://www.fema.gov/media-library/assets/documents/85291 The bulkheads FAQ is intended to clarify the permitting requirements that apply to permitting new and replacement bulkheads along with repairs to bulkheads. <Q t' n`QZC\ putt' ye Jefferson County Shoreline Master Program 8. Buffer Condition: The area within a required shoreline buffer shall be kept in a sufficiently vegetated condition so as to ensure it protects and maintains the existing ecological functions. Existing native vegetation shall be retained, and planting of native vegetation is preferred. 9. Buffer Usage: When located to avoid areas of noted sensitivity and habitat, an area shall be permitted for"active use"within an approved buffer provided the area does not exceed twenty (20)percent of the required buffer area or is configured to span at least fifteen(15) linear feet of the water frontage, whichever is greater. This regulation shall not apply retroactively to existing uses except when new use or development is proposed. 10. Buffer Reduction or Averaging: Proposals that request a decrease in the standard shoreline buffer of this Program shall not require a shoreline variance if all of the approval criteria in JCC 18.22.270(6)and (7)are met. All other shoreline buffer reduction or shoreline buffer averaging proposals shall require a shoreline variance. 11. Increased Buffers: An increase in buffer width shall be required upon determination that the development would be: i. Susceptible to severe erosion resulting in adverse impacts to the shoreline; or ii. Susceptible to health and safety risks caused by stream or river channel migration; or iii. Susceptible to health and safety risks caused by flooding - from sea,river/stream; or iv. On steeply sloped (> 25%) land adjacent to the ordinary high water mark. 12. Alternative Protection via Critical Areas Stewardship Plans (CASPs): If a proponent of a shoreline use or development proposes to modify the buffer width requirement of an SMA-regulated waterbody using the CASP standards described in Article IX of JCC Chapter 18.22, such buffer modification shall require a shoreline variance. If the proposed CASP buffer modification is for a wetland or habitat conservation area that is physically separated from the SMA-regulated waterbody, no shoreline variance shall be required. E. Regulations—Exceptions to Critical Area and Shoreline Buffer Standards 1. Nonconforming Lots- Development Allowed without a Variance (Modest Home Provision): New single-family development on any legal lot in shoreline jurisdiction that is nonconforming with respect to the required buffer standards may be allowed without a shoreline variance when: Article 6—General Policies& Regulations Page Ordinance 07-1216-13 6-6 Jefferson County Shoreline Master Program i. The depth of the lot (distance from the ordinary high water mark to the inside edge of the frontage setback) is equal to or less than the standard shoreline buffer as indicated in 6.1.D.6; and ii. The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than twenty five hundred (2,500) square feet and the driveway is not more than eleven hundred (1,100) square feet. The building area means the entire area that will be disturbed to construct the home, normal appurtenances (except drainfields), and landscaping; and iii. All single family residences approved under this section shall not extend waterward of the common-line buffer; and iv. Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces; and v. Opportunities to vary the sideyard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this Program and JCC 18.30; and. vi. The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas; and vii. There is no opportunity to consolidate lots under common ownership that will alleviate the nonconformity; and viii. The lot is not subject to geologic hazards; and ix. All structures are as far landward as possible and not closer than thirty (30) feet from the ordinary high water mark; and x. At least eighty (80)percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition. 2. Non-Conforming Lots—Common Line Buffer: For the purpose of accommodating shoreline views to be adequate and comparable to adjacent residences, but not necessarily equivalent,the Administrator may reduce the standard buffer for a new single-family residence on non- conforming lots consistent with the following criteria: i. The proposed residence must be located within 300 feet of an adjacent legally established single family residential primary structure constructed prior to adoption of this Program that encroaches on the standard buffer. The mere presence of nearby shacks, sheds or dilapidated buildings does not constitute the existence of a residence, nor can such structures be used to determine a common line buffer. The Article 6—General Policies& Regulations Page Ordinance 07-1216-13 6-7 r Jefferson County Shoreline Master Program nearest corners of the adjacent residences are those closest to the side-yard property line of the proposed residence. ii. Existing Homes on Both Sides: Where there are existing residences adjacent on both sides of the proposed residence, the buffer shall be determined as the greater of either 1)a common line drawn between the nearest corners of each adjacent residence (See Figure l.a), or 2) a common line calculated by the average of both adjacent residences' existing setbacks (i.e. yZZ = x buffer; See Figure l.b). iii. Existing Home on One Side: Where there is only one existing residence adjacent to the proposed residence,the common line buffer shall be determined as the greater of either 1) a common line drawn between nearest corner of the foundation for the adjacent residence and the nearest point of the standard buffer on the adjacent vacant lot(See Figure 1.c), or 2) a common line calculated by the average of the adjacent residence's setback and the standard buffer for the adjacent vacant lot(i.e.T . x buffer; See Figure 1.d). iv. Figure 1 a-d below illustrates examples of the common line buffer allowance. When discrepancy between the text and the graphic exists,the text shall govern. Graphics are for illustration only, buffer shall be measured perpendicularly from the Ordinary High Water Mark as per this section. Article 6—General Policies& Regulations Page Ordinance 07-1216-13 6-8 Jefferson County Shoreline Master Program FIGURES 1.a-d: Figure 1.a Existing Nonconforming House I r Proposed House I r I r I ,. Existing Non- R Roof Line conforming House - r � I1 I Nearest Corner Imaginary 1.106 Used to J I Determine Buffer ■ — y / I Shoreline IO.H.W.MJ Nearest Caner Figure Lb Existing Non-conforming House r Proposed House r Existing Non- Root Line conforming House r Existing Setback=z Buffer Width=x Shoreline(O.H.W.MI Existing Setback=y Article 6—General Policies&Regulations Page Ordinance 07-1216-13 6-9 Jefferson County Shoreline Master Program Figure 1.c I Proposed House I VACANT LOT r -' T — Standard Butt- utler Existing Non- _ / conforming Hou a .---- ' I Nearest Point r ' I\ imaginary Una Used to Determine Buffer n Shoreline(O.H.W.M) ' N.-basest Corner Figure 1.d Proposed House VACANT LOT r Standard Suffer= z Existing Non- t conforming House r Buffer Width=x '"^ � Shoreline{O.H.W.M) Existing Setback=y 3. Nonconforming Lots -Development Requiring a Variance: Development on non-conforming lots that do not meet the requirements of Section E.1 or 2 above require a shoreline variance 4. Water-oriented Uses/Development: When otherwise consistent with this Program and JCC Chapter 18.22,the following water-oriented uses/developments may be permitted within a shoreline buffer without a shoreline variance. The amount and extent of buffer modification shall be the minimum needed to accommodate the allowed use/development. This allowance for water-oriented uses/developments within shoreline buffers without a shoreline variance may apply to the primary use and/or to the following accessory uses/structures: Article 6—General Policies& Regulations Page Ordinance 07-1216-13 6-10 Jefferson County Shoreline Master Program i. Primary uses and structures that meet the definition of a water-dependent or water-related use/development as defined in Article 2. ii. Boating facilities accessory to a single-family residential development including rails, docks,piers and floats; iii. Boathouses accessory to a single-family residential development provided that all of the following are met: a. The boathouse is used to store watercraft and shall not be used as or converted to a dwelling unit. The County shall require a notice on title indicating such; and b. The boathouse has a maximum footprint of 300 square feet and a maximum height of 15 feet above average grade; and c. The primary doorway/entryway faces the water; and d. The structure is located entirely landward of the ordinary high water mark. iv. Public or private beach access structures accessory to residential, commercial, industrial,port or other allowed uses/development; and v. Public access structures, including but not limited to docks, piers, floats; and vi. Certain utilities and essential public facilities as specified in Article 8, Section 11. 2. Historic,Archeological, Cultural, Scientific and Educational Resources A. Policies 1. Historic, archaeological, cultural, scientific and educational (HACSE) sites and resources should be protected,preserved, and where possible, restored. All use and development on sites containing HACSE resources should be planned and carried out so as to prevent adverse impacts to the resource(s). 2. To prevent adverse impacts on HACSE resources, proponents of all new shoreline use and development should consult the County Department of Community Development prior to beginning any project or activity. 3. Tribal,federal, state, educational institutions and local governments should cooperate to maintain an inventory of all known significant local HACSE sites and resources. 4. The location of historic, cultural and/or archaeological sites/resources should not be disclosed to the general public, consistent with applicable state and federal laws. Article 6—General Policies& Regulations Page Ordinance 07-1216-13 6-11 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma. IIIIIIINII 711. // . . Legend . yl ,,, t Selected Features JC_Raads f! —-- Parcels-H , �' • �,�� 2011 Aerial Photos . . -„ Qa ,i. Map•vonded try..41Werscn carrtY Cana a.:<o CIS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Thu Jan 09 10:29:53 +014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 1/9/2014 . y A V ! g $ { \` \ \ \ ' \s' > . < t: . . . . . za �. «. . . « CN \ /\\\$00$640t*. . , , \ .\2 \ \ . - . . , � � .w CD ® CO . \ \ w . « o : . — . . . . . c ».. o * ,mr--sr /(\ � \ ; . \A 0 . ` f $ U i ■ t, . . ' ` . , i e� iyl. 4 �r - CN 4t N fi N I• 1 • p mt'. } Map Output • Page 1 of 1 ArcIMS HTML Viewer Map r^"M - .. . . ___ _ UM L.—. 117,11 IIIII0j'. Legend ..x, .. Selected Features FI } "sk.. •. ". . r JC Roads !t ,+ ..-.. i oQ Parcels-H ,; SMP_Shoreline a M 1,r a }i` Environmental Q .: : Designations .. . r' ...:.y ....................... _._ Aa uallc .. . _ .---._, ::: :h - Conservancy '. '- 1 Ilgh Intansrly najf}alft .} - f 1 I Natural 4N I I 4 ;/ I ?•nrn uay Aa Llc 1 • f Snorohne Residential J i79 rir1 %kV:.1•s:dcd Sy leAvtvl C ore-le 1-3 �..:.:.•,-Gd 011.111179f1 \ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 10:34:13 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 1/9/2014 Map Output , Page 1 of 1 ArcIMS HTML Viewer Map y „y1 < -i Y 4r- 502293Cy 983700004 Z---. .' , Legend '� —~ Selected Features 983700017 JC Roads A0 (J Parcels-H t• Shore Form Type 0 983700005 Accrolwnal ,/ y,�O\ S,f) 6 Crosgnal }' v r' 983700007 .9i�b ! /3f700008 Jf f{ 983700609 983700010 3700011 -- Slaps Pwded by Jetesot co..rtyy Cows Sc erres CIS 0■11■79rt FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 10:34:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 1/9/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map I 50 I F. S I j 4I L,- 1 / ) �� Legend f Selected Features . ,. l JC_Roads °1 Parcels-Fl 1 Jr Contours t• . n'' lO Foot Contour 90 Fool Contour / y Maya Raaaal ay..a- ,I.=a.Cana 5... FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 10:35'58 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 1/9/2014 Map Output , Page 1 of 1 ArcIMS HTML Viewer Map t 4'_ 983700002 )---50229300: " 98370aaai. 4 983 rrr�:_•1 Legend fF.~ Selected Features 'r 9837000x/ - JC Roads a Parcels-H Shoreline Designation-Arc b /41. Conseran " Suburban 0 983lU_vs� A/ Consvrvamq/Natu ral `. 983?+Cf.XOb •:) Urban J w/ Suburban 983➢Otxx_r! ! Island re37000W Natural j f Conservancy /JJ 4/,,./ Nat u raCSuburban F.. 98310WV9 J+A�{ x 9837Xel0 Olbar 983T000tt J Maas a-mrdat no.J& r3 Carey Cerra Se}mms GIS 0 7911 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 10:37:03 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 1/9/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map • Legend Selected Features JC_Roads Parcels-H County Zoning M PRSF Tracts Rural Resrtlonlal 1:5 Rural Residential 1:10 Rural Residential 1:20 MPR-Seg lc Family ■ MPR-Nubdarroly NPR-Resort Comelier Parks and Recreation ■ M PR.OPOn SP•re • Rural Forest C:2 ■ Commeecol Forest "���•-'' Inholdeg Forest Heavy Indust rW Airport CPF e 983/0a..0b NPR lddI Center d 90.3/COU:T. ■ AP1:20 ■ Rural Village Center 9tl3 Au-. ::y ■ Resource Based Intl. Liget Industrial 9 3J.YYY.S NPR-Roemer an Waste Mgmt CPF 'i43+rrrrw u'M ygtirr'•n LI'C ■ Crossroads•GC 9.33V Ce.7" ■ Crossroads-CC a ■ Crossroads NC JW:q'A.r!AI Corey Certa 0 ■ EBI1 ■ AL 1:20 UGA-Urban Commercial UGA-Urban Leg lit Industrial UGA MOR UGA•110R UGA-Pe bloc UGA-LOR UG -Vraeor Orenled Comrnorcul MPR•RRN Onnnon C F-8R'M R LO Comnnrcal Forest Mineral Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 11:14:48 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 1/9/2014 Map Output • . Page 1 of 1 ArcIMS HTML Viewer Map A •_:•• • , Legend JCR oads 983 1CC:'! �f Parce Is-H Driftce ponce o' C. +f orcargonca zona aP f1' Laltta Right / a/ No Approcia6b Nov-sham O rlH ay31/1QOLV6 4,6 Right to Lel �: j ♦,/ Underlined Cell !r ` '±33/4`SYJOI/J / fi 98370000O2 { 983700{709 983700010 983/OOG'e Nam Roacbd 1ry_&crw1Cw-ry Cerra farSV aro Gt5 0 94h FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 11:17:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 1/9/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ` I Legend JC_Roads 383 !54' x~� / Parcels-H ja-Li Shore Form Type a$// I Paste nal 9rY(XX:05 E.sawnal 9$370000St Si aisle 98.374C((%1(3 s ;3)rv_v_rn J// I � y83+c ,.. 9837UOU72 l' Maps sr-unclad W seiterscrt Carry Cerro Svinnaes qS 0■88% FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 11:18:12 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 1/9/2014 Parcel Print • , Page 1 of 1 Parcel Number:983700005 06/29/2011 Owner Mailing Address: GLENN MOLTKE JULIE MOLTKE 140 WOOD AVE SUMNER WA 983901291 Sibe Address: 131 PARADISE COVE BRINNON 98320 Section: 29 School District: Brinnon(46) Qtr Section: SW 1/4 Fire Dist: Brinnon(4) Township: 25N Tax Status: Taxable Range: 2W Tax Code: 441 Planning area: Brinnon(11) Sub Division: PARADISE COVE Land Use Code: 9800 - GARAGES, SHEDS (out-buildings only) Property Description: PARADISE COVE 1 LOT 8 1 1 1 • t. • pit les _ . t i http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL_NO=983700005++++++++++++,.. 1/9/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map . . LAi22',Y.9X," 93.7c : 9.5.1.7044V3 98.37(XXXA • Legend 020.0-9637 ' <4\446:0, • jSce_leRcoateddsFe ate res Parcels+I Spotted Owls y. 983/00006 983/OCCCe `,.,d•3/CCOC• 983/EY.Ktit • 9837(XXX)4 983/0(1)10 983 70001 I 9.53/00012 4:r.a-credsd:ny..ec-naq Carr;Ctre• GiS ■••■6511 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 12:01:18 2014 http://gisserver/servlet/corn.esri.esrimap.Esrimap?ServiceName—ovrnap&ClientVersion=4.08cForm=True... 1/9/2014 Map Output .• , ° Page 1 of 1 Woodwardia fimbriata giant chain fern 9837 n: ±+!'t � _ ' a 700003: S a fl Legend Selected Features 983700017' •::._ JC Roads a; y Parcels-H , b� Rare Plants-Ecosystems 98370001 . 2013 ets • .983700006 983700007;. 9837000M 983700009. ff€ ::.J w.dad q Jmbw1 Casey Co-ms S¢xcc GIS FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 12:02:18 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 1/9/2014 Map Output Page 1 of 1 • 5300691605B • I f� j.':1t}li i i ari 9,537 ,•1 Legend / Selected Features / OEN JC_Roads / (p Parcels-H /rr FE MA FIRMS / (1,9837P:XXX, ■ A .9t337WLX.S A N 1 / X509 / / 983/000Di an« ISSED 983700010 P.:[70003 1 3310001• ".1327,warded CJ Jtlsaso1 CwRy Ca*U Senora dS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its ollection, Thu Jan 09 12:03:33 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 1/9/2014 Map Output 6 4 • ' Page 1 of 1 ArcIMS HTML Viewer Map . . ... 50229300' i i , ■,.P. 9817030:A 483700017 , / 98. 3fOL•2.. Is I Lege nd c3 Selected Featuret: 1111' CP46 Parcels-H I / e ,. et Shoreline Slope Stability b <t, 4b 98370(XXY5 I Slablo . N 983.4J0006 0 I Intorrnedate N S2 I Unstable 9.63 Mak/ inUnstable Reconl Landslide IU notable Okl Landslide • D Madame 983/00009 . , \\ 3.4X010 -, 983/COD"' ,- 9837C0012 Was crcredai hy.e.strscrl Carty Co-fra Sarecos CitS 0■11011■881t FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jan 09 12:04:02 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 1/9/2014 Map Output ` , • . Page 1 of 1 ArcIMS HTML Viewer Map , 1 � V'r2293IY31 .. J. ��: \yvr_YYy� / x5 f 4 '.'' '/ 983 JI'Y3Y4 Legend • { Selected Features i'I i%V CS7�"+7 f ,.. 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L fro. � 4 } -�'. ti x.41 k lxLaV•1 ..t '$r N� . M j4 }tt:f!. ii: {: � !� �tz8:�.�7.� a�@a�dswx CE. r . �wbsrl. s.t. .,�s7�ea .i.3tvl4+e'f.,vwd53i f.ea _ .. •.>%d'.a . - 0 F u ;'C. -i /�� __f C�o-A'�' __ - _ a_saae e _. :, _ a3ts n 3 t*t '� c 70 I D N,j.T O2 �"f o - —' O = lJ 0 s 7' C 3 Z r— o x_ A z x CT' o 0 C = T c 3 vd a ° oT a y C MD °o 3' C m ] a m Ii�g dS -ten 17 .r y = z N 3m 2o r� w v CI Z N n Ai o' C 111 wa zN C7 RI C m sg 2 w at r O Z m C,i1 '� mo , O "n m —. C CO m omRa .. � D O � a —o a 3 $ ;3 Oo CO G 3 z 3 4Z. O w m w (p C7f W a, m m c r n A N 1°rl R7 m a ,gyp m rn • r I '4 L.P.-1,c( 4 ?9 7 14-3 756 D -- i_— PLAT OF /DI 9 ° 1 I i 0 ' , '' PARADISE COVE , „ ,,_I ON HOOD CANAL, IN JEFFERSON COUNTY, WASHINGTON. IN SEC. 29, TP. 25 N., R.2 W. WM . Ia evI_ , .a0 EXAMINED B APPROVED NIS«OAY OFy cd 1954 EXAMINED B APPROVED THI 1,*6 DAY OF,(/p6EN4eF1954 '•' = p T /}vied 1. �����,/1 ENGINE FOR JC EfF RSON COUNTY ,3/'IG GNA,RNAN,BOARD OF LINTY COMMISI/ONERS COUNTY TREASURERS CERTIFICATE FILED/FAR RECORD AT TIyLE REQUEST OF STARK N WHITE6 ELMA WHITE . I HERE BY CERTIFY THAT ALL TAXES INCLUDING THOSE FOR 1955 THIS f�`F) DAY QF/ee QA'hYY 1914, AT�1? MINUTES PAST,I4 p'G LOGN ON LAND HEREBY PLATTED HAVE BEEN Fy I.Y,P4ID. 7T .� 1N'( U{f� AND RECORDED IN VOLUME �• OF PLATS,PAGE ! Rf COR05 TREASURER OF JEFFERSON COUNTY OF JEFFERSON COUNTY WASHINGTON. .7 YLG ,dA i Y1„�,... DESCRIPTION COON AUDITOR / :IY `I THAT PORTION OF GOVT. LOT 4,SEG.29,TP.25 N.,R.2 W.,WM. '. 72=4. LYING BETWEEN U.S.HIGHWAY 101 AND HOOD CANAL, INCLUDING '' c TIOE LANDS EXCEPT THE EAST 100 FEET THERE O/ B'TW ' s w.s .4.0 0 •∎N.'. ZIFY AWO 4N0 T/OE(ANO• - • y O tl; DEDICATION .'r% ".Q - " .i.- prr.D. KNOW ALL MEN SY THESE PRESENTS,THAT WE STARR M.WHITE AND ELMA WHITE,and O E} g PL .k/aa. IEINS TN[ OWMFRII,IN EC SIYPLE,OF THE LAND HERESY PLATTED,D. MEREIY O[OIARE / 0: • iF -L� „_ Y+'• tl THIS PLAT, AND DEDICATE TO THE USE OF THE PUBLIC, ALL ACCESS ROADS,APPROACHES 0 . / '? a' ON TNIS PROPERTY AND THE SOUTH SO FEE T LOT1rS�,S A P{(/�,TTTED. .'.'�. % %* / }':DV::+ 4 lSi14L (GM / �.; .._ �.lZ.::.':. . &2•., . /zJ/P. / ;,!;• , ," /ice$ 13 (h7/ - ' ACKNOWLEDGEMENT Gl..11a' / `'rF a '/ TT"' STATE OF WASHINGTON / !,'® : / COUNTY OF JEFFERSON / I' _ I1J ,. .*,^',,e / 1 HEREBY CERTIFY THAT ON THIS_3 DAY OF nEC 1954, BEFORE NE, Ji ' i e THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, j/ ' DULY COMMISSIONED AND SWORN,PERSONALL)YAPPEARED, STAIR M.WHITE I ''.® i AND ELMAA XWHIT`, HUSBAND AND WIFENNOWN TO ME TO BE THE INDIVID.. F'�� / VACS•WHD EXECUTED THE FORE BOINS INSTRUMENT AND ACKNOWLEDGED )I .'0 Gi.'.• SANE AS THERE FREE AND VOLUNTARY AOT,FOR THE USES AND ,^ /I �,a• v 4r .� / PURPOSES THEREIN MENTIONED. 1 l:!• 4�! WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR,FIRST / 4 +© .'. ,%• ,0 ABOVE WRITTEN. a / NOTARY PUBLIC IN AND FOR / IUYI 9p0 rG + THE STATE OF WASHINGTON •� , Y / RESIDING AT 84Tnerzrv.J / S.�S O a + / J / Y° ENGINEERS CERTIFICATE. / 8 • I HERE BY CERTIFY THAT THIS PLAT,AS ■ /� 1� DESCRIBED ABOVE,REPRESENTS A TRUE AND ,/ 0, .. A Y CORRECT SURVEY, THAT ALL LOT CORNERS „ \■• \ el' / /�,L'/f HIVE SEEN STAKED UPON THE GROUND. ' I / W O.14/aAS0 vE / v, -:,,, PROFESSIONAL ENS. II LAND SURVEYOR, / +I : \\ Y_ �ti. ' / SY eV / SCALE l-• 100 FEET .,. Tea. .u.r ,,, Te R / s.Y 31 32 's�o.o 'r e..-"D o. ,4.`.•. • P.. s 0” • Parcel Details Page 1 of 2 Jefferson County WASHINGTON Weather Station Database Tools C Maps =kg. Webcam Home County Info Departments Search Parcel Number: 983700005 SEARCH Parcel Number: 983700005 Printer Friendly Owner Mailing Address: ROGER WERTH 1562 FLORAL CT LONGVIEW WA986323406 Site Address: 131 PARADISE COVE BRINNON 98320 Section: 29 School District: Brinnon (46) Qtr Section: SW1/4 Fire Dist: Brinnon (4) Township: 25N Tax Status: Taxable Range: 2W Tax Code: 441 Planning area: Brinnon (11) Sub Division: PARADISE COVE Assessor's Land Use Code: 9800 - GARAGES, SHEDS (out-buildings only) Property Description: PARADISE COVE I LOT 8 1 1 1 Click on photo for larger image. t. a Permit Data Assessor Bldg Data Map Parcel Plats&Survev Tax, A/V, Sales Info Septic Monitoring Info Jeffer$On County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later ita Windows- Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=983700005 3/5/2014 Parcel Photos Page 1 of 1 Parcel Number 983700005 SrleAddress: 131 PARADISE COVE BRINNON 98320 1 A * +w' A 1 1 w't - ;' . .,a ~r+ 0 `III sF Ike , !� .y a 1 � i t - _ e t ,, .. . ....ill ,. , . http://www.co.j efferson.wa.us/assessors/parcel/parcelphotositus.asp?Parcel_NO=98370000... 3/5/2014 .p. 52 i_ :wcE W mO � i., ucmcu LL PaoE a7 O_ t O. ° Qm yjN = O $LL _ ap al w 01 eco o a W y+ O °� ° � V v W •~ O Oi 'J_ C QZ O W t a '� ' Z ,m N c. Ue W Q Q N i 4 " L. = a O.W "2 N Z v Z Gri ,_a d W ',Sm' SE$'oa W C Q F ¢ I W mmmio 0 F. a D: Z H C 0-0 •■ I 0 = O = e H v2 � �© � x x a _— woo o �LL Q t rYi , m w f n a C solin Y. � 2 r; 3 = 2�d i*S+G m a $ �E� r :f' u. LL= w C T 8 O' Sy,' m mm ik .,..' e. I., E $cLL a 26 O mSC8E adEae .... o gota • K oy e6- m -t.;- '+ �, �, r y i ' rr ., '', 3, ,✓.. N fi , :. * d :+}sY.','"' ya +'S. ? ! ;! 6 1'P -N.t Mn a S-,Y'r;;J z 0 I ` 4 nW LA cv° m ¢ "- 4 1 > a `i I )?red a fb I // • 1 /i • l'ulton Q eeh SQl1- Upfront review for a septic tank installed without a permit. The new tank will be moved futher away from CA's. Drainfield is existing. Existing Travel Trailer. The Assessor's picture shows a cover over the trailer. New tank located within a FEMA flood, FWHCA and intermediate SSS. Does not meet the 150 buffer+ 10 setback for shoreline. Shoreline des is conservancy. Send additional information request for? HMP -- ' � n FEMA - l�13Sse��� — - r rr� - ()QA-Si�-�`-'c 61 3 _ I r, •\ Geo tech - yes Fees shoreline exemption? Or? _32 00 / r_ '(noiy'f /1-7)17/:c/ c91� P$ to p - y_ 3 c el471 -, 1oc)K .r i now cQA 53a SEP73-00170 MOLTKE F Application Received: 7/12/1973 Permit Issued/Case closed: 7/12/1973 Case Finaled: 4/16/2004 SOM73-00170 MOLTKE VIO Application Received: 4/16/2004 Permit Issued/Case closed: 12/30/2013 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/5/2014 Page 3 of 3 Up Front Parcel Review • • Parcel 983700005 Printed: March 5, 2014 ROGER A WERTH Site Address: 1562 FLORAL CT 131 PARADISE COVE LONGVIEW WA 986323406 �T LONGVIEW, WA 986323406 BRIN NON WA, 98320 (Z_Parcel Number: 983700005 S-T-R: 29-25N-02W T talAcreage 0 o Legal Description PARADISE COVE LOT 8 Land Use: 9800 Flood District: Fire District: 4 Planning Area: 11 Flood Map(FIRM)Panel No: School District 46 Zoning e vG, COMP PLAN 1 DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [✓ Plot plan states "property line" — [V] Assessor's Map(Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ 4 Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special • - .orts -. by YES NO [/T Designated Ag t NO PI-- Shoreline Designation: i'i4 NO Gorr-. . I � Shoreline Slope Stability: ES NO .4:.reec',l,t-Z _. b Stream Type:YES a • FWHCA: 4110 • V ' �, �.,► s .Wu2) • .1._ h _ Wetlands: YE.S, NO Rare Plant ES NO b j.o.)\-- C \D ,v f,((�('sJ Seismic: YES 10 Landslide: YES i`e Flood: e 4 NO 11' it , .M i .. F r. e. Erosion: S NO S' „1 kk• ,. 1 Aquifer Recharge Area:YES An SIPZ: none At Risk High Risk Coastal CMZ: non- High Risk Moderate RiskDisconnected CMZ tormwater site plan submitted: YesNo [ orest Lands: YES G NO) Adjoining Forest Lands: Commercial/ Rural/ Inholding VT Mineral Lands: YES Q I/ ] Agricultural Lands: YES NO Jam- Archaeology: YES NO V No Shooting Zone: YES [ vI Stormwater: New Impervious Surface 1l (.0 (-tS Land DisturbingActivity ( ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#1 t ngineering t4 tAik [ V] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lances YES NO r [> Landscaping Required: Yes No _ _ [ ] #Parking Spaces Res 'red NO Other AriarMain (v1/ Building Height: UBC Standar. [ 0--- Impervious Surface coverage percentage: -2-7 ( 17�J Resource Lands&Public: 10% Rural Residentii %o Rural Industrial: Per1UDDC Sec 6.7 Rural Commercial: 60% Area of Building erage:60%in Rural Industrial Lands only ,Vi- Total Building (s) Size: RVC:20,000 SF CC: 5,9..90 SF NC: 7,500 SF GC: 10,000 F All others:subject to septic&water constraints/None stcified [ Lf Setbacks: Front: `CO Left Side: Right Side: (7 Rear: Shoreline Setback: ez_. .0-- F� LSHA Setback: [ Vl Road Classification: Road Approach: ExISTING.1lNQT REQ'D RAP [ G}' SEPA Required: YES ExE [t...4- Flood Certificate: (k( 4 [ Existing Case(s)&Condition(s): Violations: Yes No [ivr" Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [1„4" Lots/Require Declaration of Restrictive Covenant YES O )'submitted: YES NO [ V UGA No Protest Agreeme -E$ � O� ubmitt��YES� NO [ ] Site Visit conducted YES NO aj(J 1 Li - r ] Require Final Zoning A va1 YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 983700005 1.) WSRC Coaching - 2013/09/12 09/12/2013 CAO SG Parcel tags found for parcel 983700005 2.) WSRC Coaching - 2013/09/12 09/12/2013 SMP SG Parcel tags found for parcel 983700005 3.) WSRC Coaching - septic! bldg permit records 09/24/2013 Other Parcel tags found for parcel 983700005 4.) WSRC Coaching - 2013-11-20 12/16/2013 Other Parcel tags found for parcel 983700005 5.) WSRC Coaching - 2013-11-20 12/16/2013 SMP Parcel tags found for parcel 983700005 6.) WSRC Coaching - LID 2013-11-20 12/16/2013 Parcel tags found for parcel 983700005 7.) WSRC Coaching - 2013-11-20 12/16/2013 CAO Parcel tags found for parcel 983700005 8.) Customer Assistance CAM14-00008: R.Werth 01/09/2014: 1 hr. 15 min. - 01/10/2014 Mtg Req property development, maps Cases Associated with APN 983700005 Cases Name Review Type Status Planner CAM14-00008 MOLTKE NA M Application Received: 1/6/2014 Permit Issued/Case closed: 1/8/2014 Case Finaled: Is this lot a buildable lot? SEP14-00022 WERTH P Application Received: 2/24/2014 Permit Issued/Case closed: Case Finaled: SEP73-170 • ] \\tidemark\data\fomms\R_Parcel_CRMLA.rpt 3/5/2014 Page 2 of 3