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HomeMy WebLinkAboutCSP2013-00004 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE LAND USE PERMIT APPLICANT: DELOS W DUNN JUDI A DUNN 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 DATE ISSUED: kd7(-1 t / c DATE EXPIRES: (e /Gi / (e MLA NUMBER: MLA13-00161 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: NSFR w/attached garage and shop, no plumbing -Shoreline Exemption GASP- NSFR w/attached garage and shop, no plumbing PROJECT LOCATION: Parcel nUmber: 969 300 005 Site Address: 393 S Bay Way Ln Port Ludlow S-T-R: 16-28N-01E. CONDITIONS: 1.) The applicant shall implement the approved GASP, which includes the planting plan approved on January 2, 2015. All conditions in the CASP permit(CSP13-00004) shall apply to this building and shoreline exemption permit. 2.) An as-built shall be submitted to DCD for review and approval within 60 days of plant installation and prior to building final. A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS APPROVED THE MITIGATION AS-BUILT. 3.) A Geotechnical Report prepared by Aspect Consulting dated October 30, 2013 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A building setback of 20-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed development. 4.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) This parcel is within a no shooting area per JCC 8.50. 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.) The applicant submitted a critical areas stewardship plan (CASP) as part of the application (received November 27, 2013) and revised planting plan (approved January 2, 2015). 3.) The application was reviewed by the Jefferson County Department of Community Development staff on June 8, 2015 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: Suburban Shoreline Designation; Intermediate Shoreline Slope Stability; Purple Martin Nesting Area; High Risk SIPZ. 4.) The applicant is proposing to create or add 4,424 square feet of impervious surface and 5,128 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 6.) The site plan as submitted with the Building Permit application on December 2, 2013 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 June 8, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) This approval is for a Single Family Residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) 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. Portions of Jefferson County, including marine environments are included as "critical habitat" for 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. 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. Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to the Hearing Examiner within fourteen(14)calendar days of the date of issuance of this land use decision. For more information related to administrative appeals see JCC 18.40.330. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see JCC 18.40.810. .ele 4re %/2 6— UDC Administrator MIA13-00161 PORT LUDLOW BAY NORTH RT PI EXISTING SHARED DOCK AND FLOAT W Meander Line _ G�ernme__ _ --- =.05 AVERAGE SETBACK LINE(27+0=27/2)=13'-6" �'y �,� Ng3"S6'35"E I Outfall of 6"PVC Drainage I EAST RESIDENCE 0'-0"FROM TOP OF BANK �5��1 t Tightline-Located on bedrock I WEST RESIDENCE 27'-0"FROM TOP OF BANK r) inland from shoreline i �� II i0 N � APPROX.SHORELINE Y I1 �' ;u; .� (OdnaryHghTxleline)m I . . PROVED i�,� �I '' m= E PLAN A• _ 1 tom... /a* A G - . O x TOP OF is.ay. K •a•; tl R / . ' r$ i --.. I ' XI `Q IDENCE di' EXIST.R'SIDENC �-/1 , -- " o Pat. $ �.ai����lT �' 1�A Lr r_ �T� i .. i� ',rl,r yA�V (3)Bedroo .A�Ai 2a;8„ 7 — +r- (', 6”PVC Tightline ---'— i5 , g ��� 518 SF ,AAA.-� � = `^ aI °il- 411111r:. � A� Heat pump ,v. 15'-l 3/4" iiii i I ,.. „AI _ 5'-0" , , 'INC.eRIVEWAY �.4 Pervious 4 IPs-- ..�l4 - ourtyar" ideyard Setback - i i" ', 1 500 GAL. O 313 ,,, •.,"•• 11 6 , 0's;,.cI,"j f AI Buded Prole•- /500 GAL.4t>• ' m VIIM++ .41 1111 11\ti� � I Tank 'I I BURIED PROPANE a �iAA�A��iAA`i Water Ure ui TANK 5 j Garage'+A ,� N v /' •804 S '►A to 0 - ,� ' zyzy I a �/ 4,15f-o" }E��F, „� Water Meter Electrical Transformer Side and Setback p / 7 i 4 Phone Box LOT 6 I�1 I 2 (� -- P8N10� ,° ,� 00 SF Aland to E C E 0 V E 'Tl W Dmeway U N , 4„,.,. Sewer Connection 1 DEC 2 2013 Z it 101 `I,�� 59 ,� �� JEFFERSON COUNTY ♦ a1� 431D �e DEPT,OF COMMUNITY DEVELOPMENT■ �'V/ • �c)* OWNERS: Delos and Judy Dunn ` , y �' e`ce�� 385 South Bay Lane ` ��P4 mac. Port Ludlow, ,Wa 98365-8785 '-',4— .,,,,c9' ' eP Parcel # 969 300 005 • . O11x17 Site Plan 1"=30'-0" PAWED Ivrmra lamas IN -1 1 11 Dunn New Residence J.MACK PEARL-ARCHITECT " Dd Y Y � 1 393 South Ba y Lane Port Ludlow,WA 963556765 15070 KOMEDAL ROAD m 4a ., B 6 BAINBRIDGE ISLAND,WA 96110 W (206)842-8505 SeaholdVmsn.com eccoeE -Aspect NOV 2 7 203 /CONSULTING L October 30,2013 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Mr. Delos Dunn 385 South Bay Lane Port Ludlow, Washington 98365 Re: Geotechnical Reconnaissance and Building Setback Considerations Jefferson County Parcel No.969300005 393 South Bay Lane Port Ludlow,Washington Project No. 130265-01 Dear Mr.Dunn: This letter report summarizes our observations made during a geotechnical slope reconnaissance of the residential parcel located at 393 South Bay Lane,Port Ludlow,Washington(Site). Aspect Consulting,LLC(Aspect)performed the reconnaissance on October 22,2013. Our work was performed at your request to identify an appropriate building setback for a new residence near the top of the steep slope at the Site shoreline. This letter report is the result of a reconnaissance-level investigation only and no engineering analyses or subsurface explorations were conducted. At the time of this study,the project was in the conceptual planning phase and details of the proposed residence configuration were in development. Summary of Findings Overall, our data research and observations from our reconnaissance indicate the Site is relatively stable. The steep slope at the Site did not exhibit signs of recent landslide activity and appears to be comprised of thin drift overlying basalt in a relatively stable configuration.We identified and flagged the top of the slope during the reconnaissance.Based on our observations,we recommend a minimum building setback from the residence foundations to the top of the steep slope of 20 feet. A detailed discussion of our observations and recommendations is presented below. Observations Site Conditions and Topography The Site is located along the shoreline on the south side of Port Ludlow Bay. The Site is bordered by developed residential properties to the west and east, by South Bay Lane to the south,and by Port Ludlow Bay to the north. The Site was roughly rectangular in shape with a north-to-south orientation. The southern portion of the Site, or uplands,was relatively flat to gently sloping down to the north and contained mostly landscaped lawn area with scattered mature evergreen trees. The ground surface across the uplands had slope inclinations of typically less than 10 percent. The northern portion of the Site consisted of a steep,north-facing,waterfront slope.The steep slope was approximately 20 feet tall with inclinations typically ranging from 100 percent to near-vertical near the shoreline. The toe of the steep base of the steep slope did not have formal shoreline protection(bulkhead);however,the lower 5 feet of the steep slope consisted of exposed and intact basalt. The transition area between the uplands and the steep slope was moderately sloping with inclinations of approximately 30 to 40 percent with about 10 feet of elevation change. We identified and flagged the top of the steep slope during our reconnaissance. The basis for the top of slope Mr. Delos Dunn October 30,2013 Project No. 130265-01 determination is as follows;the top of the steep slope is the point at which the ground surface begins to consistently slope at inclinations of greater than 40 percent and the slope height exceeds a minimum of 5 feet. Our reconnaissance of the Site revealed no obvious signs of recent earth movements or slope instabilities. Large, mature cedar and fir trees were present near the steep slope and ranged from approximately 28 to 36 inches in diameter at breast height(dbh). Multiple large evergreen stumps of similar diameter were also present near the steep slope. The mature trees on and near the steep slope typically exhibited slight trunk curvature indicative of slight soil creep on the steep slope. The undergrowth on the steep slope consisted of well-established and maintained ferns, berries, salal, and juvenile tree species. Geology The available geologic mapping of the area indicates the Site is primarily underlain by thin drift overlying basalt bedrock or Eocene volcanic rock interpreted as basalt(Hanson, 1976a). Basalt in the region is typically classified as marine basalt,part of the Crescent formation. Thin drift can range from a couple feet thick to approximately 6 feet thick. The results of our reconnaissance and anecdotal observations of the neighboring residence basement construction in basalt material as relayed to us by Mr. Dunn, indicates the geologic mapping of the Site is confirmed. Landslide Activity Two types of slope failures are prevalent on slopes of this kind in the Puget Sound area. Shallow debris or colluvial landslides usually involve failure of a thin skin of loose and weathered soil and vegetation that mantles steep slopes.Failure usually consists of the colluvial layers sliding or flowing over the underlying dense or hard, undisturbed slope soils or rock. The region's second most common type of landslide failure is a rotational or deep-seated landslide failure. This type involves rotation of a mass of soils along a bowl-shaped or curved failure plane. This type of failure often results in movement of large blocks of relatively intact soils. The Jefferson County Critical Area mapping does not map the steep slope or other parts of the Site as a landslide hazard, seismic hazard, or erosion hazard. The Coastal Zone Atlas of Washington, Volume 10(Ecology, 1979)maps the steep slope as"Intermediate". Other regional landslide mapping indicates the"steep slope is believed to be stable under normal conditions but may become unstable if modified by man's activities"(Hanson, 1976b). Due to the presence of basalt near the ground surface on the steep slope, the risk of a deep-seated rotational failure is very low. However,the drift overlying the basalt can be prone to small and isolated colluvial landslide activity. Colluvial landslides are common on these types of steep slopes in the Puget Sound and are typically considered as normal erosion activity. Slope Retreat The steep slope is exposed to typical shoreline erosion forces and the upper portions of the steep slope are subject to wind, precipitation, and freeze-thaw erosion forces;therefore, some amount of general slope retreat can be expected. Considering the presence of the relatively intact basalt exposures along the shoreline,and based on noted observations on similar steep slopes in the Puget Sound, an average slope retreat rate of approximately 2 inches per year can be conservatively assumed for the steep slope at the Site. The actual rate of slope retreat will likely be episodic with little observed change over a number of years followed by sudden loss of a couple feet or more during one wet season. Small colluvial landslide activity is generally included in slope retreat estimates. Page 2 1 Mr. Delos Dunn October 30,2013 Project No. 130265-01 Conclusions and Recommendations General slope retreat and small colluvial landslide activity are the primary concerns on the waterfront steep slope at the Site and typical of steep slopes of this kind in the Puget Sound area. Our observations and the available published data indicate the Site is at a low risk for a larger rotational landslide. Based on our observations,we recommend a minimum building setback from residence foundations to the top of the steep slope. as identified during the reconnaissance and defined herein,of 20 feet. Recommendations for site preparation, foundations, and other geotechnical-pertinent issues can be provided as needed when the project plans develop. Steep Slope Management Over time,due to colluvial landslide activity and general erosion of the waterfront slope,the top of the slope will retreat south into the uplands at the Site. Future development should take into consideration the projected slope retreat rate and colluvial landslide hazard. The risk of colluvial landslide activity will result in the need for frequent observation and occasional maintenance on and around the Site slopes. It is important to note that several key maintenance and management practices are crucial to upholding the stability of the slope: • The existing vegetative ground cover on the face of the slope should be maintained at all times. If landslide activity or erosion results in bare, exposed soil, we recommend aggressively re-vegetating the affected area with native,perennial growth.For new vegetation, we recommend well-rooted, low-height plants that bolster the surficial slope stability but do not impact the view corridor. We recommend a vegetative buffer consisting of well-rooted, low height plants be established and maintained within 10 feet of the top of the steep slope. • The Washington State Department of Ecology has several good publications on the subject including Vegetation Management:A guide for Puget Sound Bluff Property Owners, Ecology Publication 93-31, and Slope Stabilization and Erosion Control Using Vegetation: A manual of Practice for Coastal Property Owners, Ecology Publication 93-30. This information is also available from Ecology's website at http://www.ecy.wa.gov/programs/sea/pubs/93-31/intro.html,and http://www.ecy.wa.gov/programs/sea/pubs/93-30/index.html. With a steep slope planting guide available here,http://www.ecy.wa.gov/programs/sea/pubs/93-30/table3.html. • Yard debris and landscaping debris should also not be dumped over the edge of the slopes as dead wood debris can both add weight to the slope face and prohibit the growth of beneficial undergrowth vegetation. • We recommend the Site drainage be routed away from the steep slope or conveyed in a well-constructed and managed tightline to an appropriate outfall at the base of the steep slope. • Any new irrigation or exterior water sources should have easily accessible shut off valves for winter time. We recommend any irrigation installed near the top of the steep slope be installed above ground to allow for frequent inspection for leaks.Burst water lines can cause significant landslide activity in a short period of time if undetected.Every practical effort should be made to divert runoff water away from the top of the slope. At no time should uncontrolled, concentrated runoff be allowed to flow over the top of the slope. Page 3 Mr. Delos Dunn October 30,2013 Project No. 130265-01 References Hanson,Kathryn L., 1976a,Geologic Map of the Uncas-Port Ludlow Area Jefferson County, Washington,Washington Department of Natural Resources Open File Report 76-20. Hanson, Kathryn L., 1976b, Slope Stability Map of the Uncas-Port Ludlow Area Jefferson County, Washington, Washington Department of Natural Resources Open File Report 76-18. Washington State Department of Ecology(Ecology), 1979,Coastal Zone Atlas of Washington Vol. 10. Limitations The conclusions and recommendations provided above are based on the information collected during our field visit. Within the limitations of scope,schedule and budget, our services have been performed for Delos Dunn(Client), and this letter was in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our letter report was prepared. This letter report does not represent a legal opinion.No other warranty, expressed or implied,is made. It must be understood that no recommendations can yield a guarantee of stable slopes. Our observations, findings,and opinions are a means to identify and reduce the inherent risks to the owner and do not guarantee future land use of the property. All reports prepared by Aspect Consulting for the Client apply only to the services described in the Agreement(s)with the Client. Any use or reuse by any party other than the Client is at the sole risk of that party, and without liability to Aspect Consulting. Aspect Consulting's original files/reports shall govern in the event of any dispute regarding the content of electronic documents furnished to others. We are able to offer further assistance with this project, if desired.Please contact us to coordinate these activities. . It has been a pleasure to provide these services to you. If you have any questions,please do not hesitate to call. Sincerely, Aspect consulting, LLC �, 1OHN 1iol• �44,vo�WASP �o e o 1, z if 1 494711 PO'RL S i5 4 �/ �oNAL (ntgn(lei3 Andrew J.Holmson,PE ohn L.Peterson, PE Senior Project Geotechnical Engineer Senior Associate Geotechnical Engineer aholmson @aspectconsulting.com jpeterson @aspectconsulting.com cc: Mack Pearl (Via Email) W:\_GEOTECH\13O265 Dunn Residence\Deliverabks\Recon Letter\Dunn Letter Report dec Page 4 - • Tale Shoe 00' r ' E Ludlow Ridge Rd - Q -� - --. tcj �, • 4 \\\ ', `lt (n ` T a. IPM, t ,zr ,-y .4.46 N C..tiiwasluao, 4,.,a ., .' co ` 4.. +L-�' '1 •aP J f c. 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Bay , Lane, Port Ludlow, s / WA %' Jk1, T4-- ) t e �o o ° Legend LI 2 0 3 I ': 1 Torrna 1 r F .. ^ yy5i * ce.mra.v ~Cm�y�n J a bl , y' 4k a naNLmren Walden Ln wdwr / pe 2 �,' Riven and Streams S.ciesej� y x /f7.•� JC Roads a" seismic Hazard /�- --.4t4^ - 1 , .i Landslide Hazard ‘,. .a,derl _) — � i I s .e,.... 0 2e�,E / N, / L sr^m / Critical Aquifer Recharge Oa e, _-.ter wac=nna O/� 0 mesa __' J : s \\ Oa ' / (_v °pc g . D anew.axe I 3 'f . Y Shoreline S lope StabiStability R a�1 t 1,,, Iv 1 .4 ''ii, /,. j ) r --�.idnl 1,,i a ..aTCTT a... 0 aneaeea ls]vu° © Onside 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.Mon Oct 21 2013 16:16:22 GMT-0700(Pacific Daylight Time) 1/1 i I I '_ G, : V . _ ;, • ii 1 • • 3 - i L.?— E F r J ` n a e e w - fa 5 5 e`. > O U j � _ E Y _ S Ny .`■la: -0 n . " u n o.r i, u ¢ .' u i., i' E. _ = n i3 = 0 .5' f � D o 4 9 A e � O L t CO a. y i o 0 0 ° LL LL (7) a;Cn J x 1 a La - t ) I, lam. Q. I ■ iT 2 Z C t Z a) p 4/1 ° o _ 0 _ ? _ u) � o yW - }/ CD pr 0 c 1 a ---..--, ! -~ Y tt e i_ _ Y I V 0) C C W 0 - $.,. 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I A: Lane, Port Ludlow, uo• `, Urs ur5 s WA lUos jltt Urs , R Uos . - j1. 1 \ Urs 1i,:: i.11f1jPf •I 1Jr$ - 005 U $ _Urs U, u 3 M v//is S 1 /•• 1 Uos • 1t\ S Urs G . ¢1 '; S' U S 1 Urs ! Urs 1'57 ( `I 1 Uos 1 ,Urs ., Uos Urs.�i S I u -S.. Washington Department of Ecology - Coastal Zone Atlas, 1979 www.ecy.wa.gadprograms/sealfemaneb/Jefferson/JE_81th.jpg 1/1 • 10/21/13 Puget Sound Landslides:Slope Stability Map Legend MAP LEGEND S Stable Unstable Recent Slide home I Intermediate Uos Unstable Old Slide main map U Unstable "'"' Modified :_L__ SLOPE STABILITY MAPS-COASTAL ZONE ATLAS Stable (S) slope map Stable slopes generally rise less than 15 percent legend in grade, except in local areas of low groundwater concentration or competent ` bedrock. Stable slopes include rolling uplands f5 and lowlands underlain by stable material such .4 :e• as unweathered till and/or peat deposits which, L• although inherently weak, have no significant t4:'„'‘:T4A +,i Intermediate (I) 1, Intermediate slopes are generally steeper than '- 15 percent except where conditions such as i rif" ' - weaker material and/or abundant groundwater i '_'•_;'' exist. Identified areas include slopes of sand and gravel, till, or thin soils over bedrock which have no known failures. C7nstable1Uj Unstable slopes are considered unstable Li because of geology, groundwater, slope and/or erosional factors. They include areas of landslides and talus too small or obscure to be individually mapped. Unstable Recent Landslide (Urs) Identifies recent or historically active landslide areas. [Note that Urs designation is based on v .1...!,1- investigations carried out in the late 1970s; r,.,:a'.,_'',.4'. b. subsequent landsliding is not reflected on these maps]. Unstable Old Landslide (Uos) Uos Identifies post-glacial but prehistoric landslide areas. Modified (M) Modified slopes are highly modified by human M activity and include areas of significant excavation or filling. Slope response to a combination of natural processes and human activities may be unpredictable. . wome.ecy.wa.gov/programs/seaffernaweld/legendhtm 1/2 i • tip _ N ____:, , , ,:r.., / JJ _.„_ .,--; ' . N 4/ i.i V - / '/ i 1111-111PPPI 1411111141\..) --.4..\ ‘ --7 • .;4. , rJ 1 ) ,fYl Ico D._ t Cr) J c J j \\� / 1. . 4 T _ _ i D t J r V . M - : -' o ..., ,, * : cut { r /C • S' N+ .• F c N -\ e 'y'e— . 1 1 | E | 0• 2 ( _ . o 2 ( $ �/2 [ - k\\ ( 0 z m ! _L.)4- 3 / �\ k 7 ' E0 } _a ( qJ o cu }{ / 1 | IDgE { 2 \ k�� | \) W � | � c� ; _� ._ % \/ k ) k§7 0 E 2c o © o3 _/ | #oE ( k I Jt - in * a ` $ ! o in § 2 / C.-) | Q o - : • .. . } : m _ • . ��i- . , °�}� 22 \ z - -- \ � ..- � \ \ : \ /S \'\ / § . � � . \ . k' = - _ - 4 . _ ,.. . . .. , _ : . . . z �. . ® : 7 . . . _ . 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' ik' 4,-,." .. - a (;"solv- -udt JEFFERSON COUNTY q ) 13_�� • y 1 `�a DEPARTMENT OF COMMUNITY DEVELOPMENT > 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax vvww.co.jefferson.wa.us/commdevelopment ww.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as nefcessary): /',tie_ rA s✓ Q r-1,t ti R ST eNCe W ! 4-k 64v.t.d`t .0 Tax Parcel Number: q(,9 30000 5� Property Size: ( ar O•c� (acres/Square fe Site Address and/or Directions to Property: 3c13 S ,4-V k.\ 2, Y C.--K1,'"e P2(2 1---1-4t4 to.--J WA G43k-s Property Owner(s)of Record: �k(7:, c.,...)a \u.1■ (A 0 fJ Telephone: 3V)-11 (6,- f 05-5— Fax: email: d e/ ,scJ /t VG-c.o... Mailing Address: $5 s, i y LN Po 24- L(Ad I p(-4J t„)Pt- 1 g C,,:.s Applicant/Agent of different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation *Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) *Single Family iliGarage 4=1 Detached ❑ Conditional Use[C(a), C(d), or C]** ❑ Manufactured Home .❑ Modular - ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** 0 Change of Use ❑Boundary Line Adjustment ❑ Address _❑ Road Approach ❑ Short Plat** ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** -Propane ❑Long Plat** ❑Sign ❑Plannea 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)* 0 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–Apppcation Conference ❑Tree Vegetation Request **Re•tares a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT E D F Ill r I hereby designate to act as my agent in matters re .1. •°... -...f,.:;, tun FA •:-.:,i i OWNER SIGNATURE Dal By signing this application form,the owner/agent attests that the information provided herein,and in any : :••.ents, is true an• carOea to t f pf f his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/.g-nt k th respect to this application •-t may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments, •urt cdttt JEFFERSON COUNTY, expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting :A. ut"-""r NT and 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 app' '. •e-i F . .. •rior notice. Signat ..-• /jam ..-��...— Date: //-15---r? 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-transfers spon§ibr.•.. _ :,,gip 1 and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature. ____Sat �"'—.= Date: j/1 3---/3 G:\Permitcenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Annlicarin, 5_)q-(1R ae, BUILDER STATEMENT The signer of this stateme• Goes her�e��certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they willbe.assoming . nstbttltSrf 16-Ge1)eral Contractor for the proposed project. �� Date: I Z Sigure:--f c GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New % Wood Existing: — )g Sewer C Addition 0 Steel Proposed: 3 Bank -- f 0 Community System O Alteration/Remodel ❑ Concrete Total: . ,_ Height: I) ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# o Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: 0 Private well C Two Party Type of Heat: Proposed: —3--•,, / 0 Public }-I,?c\f PLA01 e Total: Name of System: O9'ni/' _ tiJI5TE2 v-S6(,...t�r- If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed • IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: l 1 nderground .Tan 1 Above ground Tank Size of Propane Tank: OO i Heat Stove 1 Cook Stove i Woodstove i Fireplace Insert T Hot Water Tank 1 Pellet Stov&' 1 Other Is this appliance being installed in a Manufactured!Mobile Home? Yes /6 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: ;113)11 kll 781: coo 2 Floor Heated Consistency Review: Other Heated • Base fee: 2411g lg`Jo — — Mezzanine Additional Section: �/ �f, ,:,s,e_ Ste_-1/4D Heated Basement _ _ _ Plan Check fee: 1 1 Unheated Basement State Surcharge fee: - - Other Unheated .. ,_ Pot Water Review fee: < (o- t Garage/Carport CE 03 2ZVAS SUBTOTAL Decks 911/Rd Approach fee: _ A� I U , Other TOTAL: $ ',_10 �j724' Z Receipt Number: /y55g5 ✓✓ Cash/Check Number: /flig ESTIMATED COST(REQUIRED) Date: /Jr��''-1•Fair market value of all labor and materials foundation to finish Azts, 000 Initials: M C*:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc .0131Ald013A301111NflINW03 30 1d3U ,ii ANBIZO ij3f 1,Wf103 NOS: £lOZ L Z AON £I.OZ L 1 � � � PORT LUDLOW BAY NORTH i , 1 , . EXISTING SHARED DOCK AND FLOAT • 7 a LL GovernmntM -- - -5-5_ AVERAGE SETBACK LINE (27+0=27/2) = 1T-6" 3A 6a /-� N83`36135"E i EAST RESIDENCE 0'-0" FROM TOP OF BANK -3�„E Outfall of 6” PVC Drainage ' N °51 Tightline- Located on bedrock I WEST RESIDENCE 27-0" FROM TOP OF BANK L. . inland from shoreline i —� ,� APPROX.SHORELINE v i, A0 " �i'I i (Ordinary High Tide line) Zo 15 Nil 1 in �I �' MIMI 1 co p 0\1 . N TOP OF is'B•NK Lg A * , Q1 Geotech Setback to Foundation . AbiV - 6 .e�i w EXIST. RESIDENCE • piluillkitb46 r 1all_��'�P rvious o fIST 1r --,.-t � Patio ♦1 0 4 1 EX . R'SIDENC l■ �1_�__.�_.�_�Tw 1 � j� (3) Bedroom j 20' 8" _ £ j��•� 2,5118 SFe ��� co■)6" PVC Tightline 25k ��'� co I r LEI I- 1 y,i -r. /! Heat pump 4 �� z i, 1-� b_h� ��' Iii • ':-��1, ' 15 3/4" i ONC. 1R. R.IVEWAY 21' - 1" I�' 1 ' ,Pervious) II �_ 1 ' .Courtyar• 5ideyard Setback o 313 Q i i v I ° I 500 GAL. 1 6 Ir h Buried Propan N : A [n °� - (I I Tank /500 GAL. �---..- 11 mammy m -' '-1.- BURIED PROPANE v, � M o' TAN T� �� �in Ins * Garage) 10' - 0"°�' `'o N CM P 804 SF�! cn Z II`, ..... f i ,_ .• AL-- � •y,, O"� in 15' - 0" i �,,' Water Meter I ° ' , 6� — Electrical Transformer Side and Setback u V. Phone Box LOT 6 A N Driveway -�yo w v U N Z �Pervious �09 4 01 j Sewer Connection 00 SF to RELINE*44Ir J ri 0.7c ,- v4te ,s �2dL Q, ire /� ,/ \��0% OWNERS: Delos and Judy Dunn ,joy �P� 385 South Bay Lane y,�P �o�'� Port Ludlow, ,Wa 98365-8785 ,./y 4�,�- .o r._ %, Parcel # 969 300 005 O11x17 Site Plan 1" = 30'-0" PRINTED 11/26/2013 11:32:26 AM — ' I go Dunn New Residence J. MACK PEARL - ARCHITECT v , Q a D m g- 1- !�I 393 South Bay Lane 15070 KOMEDAL ROAD o F BAINBRIDGE ISLAND, WA 98110 b o Port Ludlow,WA 98365 8785 (206)842-8505 Seabold2 @msn.com 40 \, 4D 4D v.n •111111�i 5VS 0 V r-9 Vf »-I YY D II. •.° ", ':e v n I I . _ msv 111.114 rnill -4 Alp u /l' E' 1u� r I l® � � q l�� . 1.__III — �s at 1 1 01 III ii ce; CO 7a 4 411 II 11 t4 ihi 1111111 111..11, -,.'""'''-- NMI: I! wily 5 1 �; o e N ° a II i o I i C)*aar a 5VS� ■■ A_ q 1,......ir „,, .-a Z . T Z 0 o o gib � tE o o q © r i Ira Ifiill �' N cc Y �7 `\ :o ! ®� P W o z 0 4c o,o/ ® I d a i 44_I a— q 4 4 4s 11�1i.. ... IL ' ]'� L1 r_i 444404444 4°.pi IIMI1IN#Ci xI 0 ti. 0l 44 (t1){Q 9 +y p444pyi 4+ I i 1z ,i.. itt gal!=a.,.a. °•4944499°. 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' , b T' Q g _, 1 G e s a € � � a i a 4 R j 2 c a I 4 /1 ` 4 ; ' ! ; DUNN RE SIDE \ L h J . 1V1at:n ,'earl — Architect I�w a °- WEST LUDLOW POINT ROAD 15070 Romed.1 Road o °11]H<-' PORT LUDLOW, WA 98365 Bainbridge Island,842- 85WA 05 90110 N A (208) 842- 8505 m co JEFFERSON COUNTY r g� y A, DEPARTMENT OF COMMUNITY DEVELOPMENT n IE C Ii V 1 621 Sheridan Street • Port Townsend Washington 98368 NS° http?%www.co.jefferrson wa.us/ommdevelopment/ LEI : J ) TY DEPT— tl JEFFERSO"lITY COUN DEUEtOPMENT Stormwater Calculation Worksheet MLA## PROJECT/APPLICANT NAME: 17Gqos v�iJtJ 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 PARCEL SIZE(I.E., SITE Size of parcel .310 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet I S1 5OJ 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'A acres or more of Construction site for structures 35 2 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. " sq/ft Circle: Yes Well,utilities,etc. 2t7 0 sq/ft Does the project convert 2%acres or more of native vegetation to pasture? Driveway, parking, roads, etc. /P7OZJ sglft 1 Circle: Yes No Lawn, landscaping, etc. Li 0 sq/ft Other compacted surface, etc. �^— sq/ft Indicate Total Volumes of Proposed: J Total Land Disturbance , l sq/ft Cut Fill (cu/yd) [over] 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 /c2`/// EXISTING Structures(all roof area) �`/7 sq/ft Structures (all roof area) / sq/ft 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 �~ sq/ft Driveway, parking, roads,etc sq/ft Other sq/tt Other � sq/tt // Total New `71 1 `r�1 f[ t sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING` Li/ L Z''( 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 \'i�,,c�- Divide the total existing impervious surface above by the size of the parcel and convert to a percentage;-----L--' % Does the site have 35%or more of existing impervious surface? Circle: Yes No 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. If 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 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 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 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 .ffected • e:-rty. _I_ /./ � l ( 'R OR AUTHORI 417-REPRESENTATIVE SIGNATURE) (DATE) F,OR OFFICE USE" O�NLY4-:,t, SMALL? M`E*DI2UM ?'t-LARGE..z :. R,-.REDEVELOPMENT Stormwater Site Plan . Yes�.• - No- icsON colit, JEFFERSON COUNTY NOV z ;;j Al DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 4..� O$ 360/379-4450 • 360/379-4451 Fax DEPT.Of COMMUNITY DEVELOPMENT SING http:l/www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: b t O S b LA#...1 Nj Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. S1-Fe i5 1 &rr 411 r,tiN c?avP_l reci+ , JA�JsCili,e,I ,,,„(1, ,,,,, OF Li-4 Pu1 .j / .o24--b-rv\e..,A4--o ! e el A, R-t-t ✓� OP J-e A-�-14:5 e- sr ,-n �� U— Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. P(Z o p.e24 � sf, s ct p2�''X . / O FL t;' P/243,-)N. .5 .e�-f -7--o �!� O ,G /S`—2.or S't-.e e p 6,4'' !C 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 1k)A-4-1 ✓ — V-p 4a+Ion; occ_u,�5 `�aa,-A1 - t 144 sca.gt? )( ) 1/ ks / ve_ � Q 1 11 ti Or_AG(c he0'7. 12, 1-/,4-NCe c> Pi2cr-e)Q-4-1-1 1 • LAwA..1 / eD 2 ry a -tQo1 4.4 ( of,� A'1 441 ye • p&p_ C-YES 4. Describe the existing soils. Indicate soil type on the site map. o/ / ; S -/liiA1 tiro(( �-- ,,,,q in�C_ 6P,Spr!4. pet Ct P a N d �e o .cs- CIA.) i c R ( .64-(? 1/e_. 4 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. '..DCz,f3,‘ I N 9 C D�jj P R.o P-----+-. ,s AilA��t P-4 ( / h. , ly. 65gp,�bow f -- c-_,' r + d#::;es .v o4 ///Cod4c� Yl5i6 -J'_ /2 t.J c,&C- IV o d N S 9c f/`-''S o2 V' Si h 4 .--- - GQoS/mo �j r s-4 . , 6. Describe any excess levels of noise generated by the proposed use or activity: stormwater site plan template—rev.10/21/2008 5 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate loc tion on the site map. S-rePe 6/ore_ �,,4- 1.,�-r ire - " -�, '- t .�r-r G r��` , �., VerSiye_ ,2c c t es 0 h 4. (t rt e 14 Jc pr Q m t7 2 +ef)1 J S e l'N &, 4 (4- ON NJ c1. Pow+ L-A a l • 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). //� P2,0 e:2 1-1 1 I N ( .--,( , 1'J 4-/cc ! Cro Yr Wlt i N r ay kJr�r7 ��✓t1lZt -I-- ,oY c.ffy c> ysi AL-R,e, LOTS , h�f4 �5 t e teop( oX 25' r0' f ca_ / 15t.4-l-S f7�2-4- L LAD i_c -1 6 Ta -fide kJ e-r psIbotU-�,�rf -Q'e24- 1-a 6' 41-1�i L )1-7LG1 1)or1tes G2,t) , Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30 in the Manual) or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. ve.to p cj .t e wrI( CDti51s� DF z (, 0 o>- i,r,pPf/lou$ _.,..,:n, c o if ec r �n,a (24ar t N tw S 1 ea iN -F---o --1-15-1,14-1,,,Q/ e- �rh ,Nn--1N i�Qove f415-v) t,J -�_ ]MAi24- 9t NR�t (A� 1 eg iJ(eof r't2,7 eft-k1 3., 7 C2 pc v■ r--)A 5, ,iv ct v.d■ , ;--�,s,-- {v.2 1,h o..,1 S b/eI Vi W 4`-1-1 poD PA-Flo , Al hLre-- e'L -t;;vir, _.-5'` , ( 1.- C_. .�-� 10. If the project requires the use of stormwater treatment facilities, describe the yt jes of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is noWA for large"projects or projects that involve the potential for dispersion of contaminants.] 11. Describe erformance goals and standards applicable to the project. r v (• - F-i -v4 t ( 26/ 6e N ce 1 A-4- 2 Pc,-1-e_5 iv,, 54-o e_wt - C p zab(4- c) 1]. 2-I-r ti it' s c4--t Ur) oc,(s c)cF 12. Describe the flow control system. . IT.: rr-i ee2-ec( c 2rvr-(-, R�Oc, 4'- � kAt e2 -- 4-z.114-/),A-C, -p-oa V r vv )Qi.VIO�, U t2�� i -L1 r�ZP t- eezAll 0,A5 stormwater site plan template—rev.10/21/2008 6 13. Describe the water quality system. ( M �} C_ \ � ( wAc�2- p,2 6,1 QLipirte.- 1../-3 - t` 14. Describe the conveyance system analysis and design. a-NCA(2t, fLk 1111 b / ti� 15. Describe the source of fill material, physical charssteristics of fill material,and deposition of excess material. i■1,o .-i g a 2 1g. 1 / S II e_ S<C) t I ce9 cv 's/ 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. A-!( dr, �1.4 e—h It r iv, cep -42- PL-A")-\--eo. GGoQ1---l/t-- T-,.. G!t<,p e_/ IN 17. Describe the proposed surfacing material. 141e ,.-..I (2-90P- r?,e2_ ,,vi 0Nc -1-e- or p4Vln 18. Describe methods for restoration of the site. ' ea---. _ c__0,-sr. / PLA.,_3 • N a t ve vP 2 q 4-1 o r► x-,i 9ove_ fN ycS tVe_._ -s 2Gi e rot-( ( c1,1 GA et... 50 I 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. I iV A 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. - e.a -1-.2_cl-, ,v I cq I Sc da\ ec./ /o-3o ZO 13 , GA-S ll— -Pl 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictiops F►er stormwater site plan template-rev.10/21/2008 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. /V a ICeS Cc r cc S G LI7 - I �09,,,.v/-1,7 2e ct iV p • N IL.V(tie A t u e(L, �L "ian S4—a-f. -- l� 2. Establish Construction Access. 1(. cjie-1 ire-I )/4‘-1 es ► , {is rzdetae-5 5 paa,4.1 , - e7/id Sha -.J Sr -L Pz_J4.J 3. Control Flow Rates. I N 1eot.'cf flea (rill Lr Z 1S-Lc2 t,Jc ' e_• j■ � o,J o1.7 a /// 6 Sa21.) GN�' f/719,2 . 4. Install Sediment Con rols.5 4-4-1Z B'- 40/A 4 ck ivc v'ylv\ G4 12c f 5. Stabilize Soils. 1- I k' e4 Soy ( 4-o C acs\ tA.,u P�)o 6 (21 f b� G..P ,�r � � ` 57-2, t41 *le- , n-,65- /v A+t v 2 pa i7 C--14 6. Protect Slopes. GCC e S Pcf 21 r.o.t-)S42%,__X oN1 A-V0/ t7 A vh p CT� 6 ec kA c_-Pt S (� 7. Protect Drain Inlets. ; - � ( /� 8.1/ - n� ��Inlets. wl l INe- U ■ - ._�J 1 I I A/ LV -1,.. _ -k- �' ' T stormwater site plan temptate—rev.10/21/2008 a 12 Required Elements—Construction SWPPP(continued) S. Stabilize Channels and Outlets. 9. Control Pollutants. 'PR--- p .p a- \� c_,��s ;� t 3�- i ��� c(i5 �/ o p" '? 1 Cr7NS-4 11C '� (c. a `.'/1�A.a-005 , L/0l)1c I/i(" _ 64-ini4- To i2 k J ci Ke 4>ve+/_ T.4 K o N sn�- A,C vwl P, O — i P att9 e(12-3,-,1 t t.t) 47 F2eoon 4.la-Nl -� 10. Control De-Wateringl(the act of pumping groundwater or stormwater away from an active construction site). NIA- it Maintain Best Management Practices(BMPs). (( r ID u3 Flo IL / v �AceJL \\UQS ©N Gd ��,.1- - 10-� GnlC1 LU 1 ( 1 )i 5 5 •sO _+ ,QE G , i`2 /2-l1'I / ni F'/7 10 _ Pz- P/il..) -f'- .'- /wm L 1) {--- ct r' . fl --F-,- -� ! 4 02 —izs 12. Manage the Project. 1 MD �. L' vP t .1 X-f-- Cate . - YD l reQs_r_c_-/- 0 Nj Pc' 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). JU 0 j( b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Descrpti n of environmentally sensitive areas that are on or adjacent to the site. jeot2 t-i f›v . bc2 ..F Q Pg. ^, r. \A8 U-4^5 Fo,2-4- C_ t.t 0 L_4,c.c..) 13/d J e b. Description of special requirements for working in or near environmentally sensitive areas. [< _(D { OFF t-'i g4 t.1 ve f-i--G -t o A 2 w4 l( 1 AP_ C 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g.,erodibility, settleability,permeability,depth,texture, soil structure). NI 0 I2�1p1,e vv■ (1,(2.:N-de i=o,2- iDu JJ c44 I , • Al /20 - liti. (l A r ! I - led aim v14 LAI c-k 5. Construction Phasing. a. _Construction sequence SY44, ''` ✓ ..1.1,d4,4 C/7ti5--2%_AC-Cci 7n� b. Construction phasing Of proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. FCLI � -�—t � ,� �� - �N�4 10C5cA „ d(A 2 /tip � iei ea--14-‘0 i5ea, .tJ , 11. Wet Season Construction Activities. a. Proposed wet season construction activities. /A.) 4-e,2 0 2 /n1 / S fj vv o lL.I f r iS t'v)G f\)4- ..\-1 ivC P F7� t b. Proposed wet season constructio activities for environmentally sensitive areas. VIAu i GV1 �,� �2�t� t� A-kt1P w►a eeuq,uc�? 1A S j (/1Gt { N +c2N GA)C-e Q G I (!r-Fr 25 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. N nee VtA1 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation (e.g., tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. :. Detinict that -r-t' " cl-<rrd<.a .'-d -1. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches, swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site Alen template-rev.10/21/2008 11 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of m knowledge. I also certify that this application is being made with the full knowledge and consent of all 4 , 1- I 1 .1 M.N• I III 1\ /3 ( 'D• 'NER ORAUT ZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 9 p if }/ !f § •~ i \ \ ! i } ƒ {| I _ . T _ 3 ± \f } S , -|{( !i ; } §\i » ! �° se~© , \ -, | _ \ , k.0 S ` 4.°'0 , / ) ` ° Er; } \ 4 ©®0.- g a = co w ~ � } ` a �" % ƒ, ! „,.* | f ! g % ¥ ~ C , , , | . +_ ! a , » ® # ' � \«1 f. > ; | w _, , 0 . '0 .° % 4%* $ 2 VA Tale Shore Dr ( t \ I , . , . BUILDING PERMIT APPLICATION B Review Type: Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD13-00380 Received Date: 12/2/2013 SITE ADDRESS: 393 S BAY LN OWNER: DELOS W DUNN PHONE: 360-316-1055 JUDI A DUNN 385 S BAY LN PORT LUDLOW WA 98365-8785 LUDLOW POINT TRACTS SUBDIVISION: Block: Lot: PARCEL NUMBER: 969300005 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR w/ attached garage and shop, no plumbing TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,518 VALUATION 302,142.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 803 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,448.00 MEB 11/27/13 145585 Plan Check $1,591.20 MEB 11/27/13 145585 State Building Code $4.50 MEB 11/27/13 145585 Potable Water Application $66.00 MEB 11/27/13 145585 Total: $4,109.70 \1n.ie.,,nr4iantnIf,rn,<<c RI n Ann Rb1 rr,f 17/')Mf111 DEVELOPMENT REVIEW TIME SHEET 3t__D r3 ---003c) Date Time (-IS—2 Comments (7_Y (OA \\tidemark\data\forms\R_MLT_Case CRMLA.ryt September 18.2012 _ i • 7 • • . • 1 PORT LUDLOW BAY NORTH EXISTING SHARED DOCK AND FLOAT (I) .(' Government Mea_r L��- _- 5__ AVERAGE SETBACK LINE (27+0=27/2) = 13 6 $N-q 1183036'35"E i Outfall of 6" PVC Drainage EAST RESIDENCE 0'-0" FROM TOP OF BANK �N6���,3\ �� - I Tightline- Located on bedrock I WEST RESIDENCE 27'-0" FROM TOP OF BANK ` L7 r inland from shoreline —a, APPROX.SHORELINE Y, , Iiiiiiiiiiip 11 �" ill I (Ordinary High Tide line) \I jl ' \ I�. m I � S. ' -St U I • l6 —1 :° ,0�1 TOP pF 15 BANK V.' II 0 °' le Geotech Setback to Foundation I - _�Y� �.a EXIST. RESIDENCE 'fLIST. R'SIDEN1/%i/ ' � (3) Bedroom., j 20' S _ - r Residenc-i" N I co 6" PVC Tightline - s , e II 2 _. SF 1 Ir PM r( ap 1r� 10i j Heat pump co i■_ • r• , i I x•1•'4. �_ � ' '�, M� 5 - 0 , I ONC. aRIVEWAY 21 ,- 1 ; 'MI Pervious) % -Courtyard Sideyard Setback j -C' rty O 313 - � ■ 500 GAL. �, • 111-6, 1 I�.. , I l Buried Propan- a A I-1, I '' i i Tank I /500 GAL. rojk_1 11 1•� BURIED PROPANE 4' I�� �i. 1t MR UJ1 TANK , ►� �!L ,, CI a Garage�l� La,10' - 0 4" r'O, N of 30 , I► 804 SF�! ., s�� • z OP 51_ p 11116' V' Water Meter co ea Irk° ' z 1- Electrical Transformer Side and Setback Tr, Phone Box LOT6 J ���j •, 00 SF Aland to •RELINE N Pervious /'19 W Driveway ,�c�o 0 I ikA "1-1r. Y Sewer Connection z J v �10�,� S�4�SQ\,P 52���Q,O j�* ,/ • ��GP' OWNERS: Delos and Judy Dunn I ,4 �P� 385 South Bay Lane y�Py �� Port Ludlow, ,Wa 98365-8785 _Z0;7 04`/• -oJ Parcel # 969 300 005 0 11x17 Site Plan 1" = 30'-0" PRINTED 11/26/2013 11:32:26 AM 8 f 5. 5. ,. j'V Dunn New Residence J. MACK PEARL -ARCHITECT Iw D a i >g g 393 South Bay Lane 15070 KOMEDAL ROAD °- " 4 "' i Port Ludlow,WA 98365-8785 BAINBRIDGE ISLAND, WA 98110 o m w (206)842-8505 Seabold2 @msn.com 4 A . I 4 t (7)11. (2)11' Ill(P 541-0" / / / / 22'_4• 1._8. O A � I P A O n I° i m A - 9 1/7" 19'-6 1/3" o Ijl — 4 r- - r--� r,--. � r -- r-IL.-1 \- (mn - I. L G Er aL._I}I L_ _J L_ _J D u CO a � � ♦I 50 Ea I EQ EQ ° .., A ti, o ° \J I 8 1E X101/2' N _I.. Sh L___J Lw__ \ O ° A "l -0 A 1 A P ° A ... \tl NMa.V•WO, <- •• ... ! \\\\\\\\\\\\\\N\\tiny m m -� - r 2• ". i -' p D w m i 5'-9 1/7• p. ice_ W�T Y • N \A t7i CD ° m m i4 A El) 6` s z. 1 1 1 C . 11111 • *-,-, u f P t r r r / 2 El 14'-0. q �� 0• O • rI , 12'-101/2" C a ."4r 4f • 14'-0' 12'-0" • / r• CIO2'-b' E 5'-10' 5'-10' 7-6• '. ( / / / A. •_,_ r-T-, r--_r - a Q .®- i• r i A C C G ° O A C 9 O U d<. 5 O m g. o m r. B P P ° '. A E " l, 19'-0' 12•_0• I. A ° I� • ° w a-9 w • a : ° \ I. • T. I ° 1 sr i28'-0• PRINTED 11/26/2013 11:50:31 AM Y J. MACK PEARL - ARCHITECT F aO, Dunn New Residence J p N d ;F ' 15070 KOMEDAL ROAD n 393 South Bay Lane I Part Ludlow,WA 98365 8785 BAINBRIDGE ISLAND,WA 98110 41 a s 8 (206)842-8505 Seabold2 @msn.com I r • • • • • ■ ("), ! J N <r) ■ / 24'-0' / / 3a o 5 1/2- 21'-5' S 1/2'-1-2 1/2"- 1/2' 14'-2' 3 1/2' -12/4f-3 t/2" Ib'-11 1/2" 5 1/2" 7,,11..1/2- 9'-0• 4'-2/I1111/.2" gmg 12'-0' 1 mo= / / / £_ U. 0 Tem.-red Dias- 9 m 8 C CD O ;k /INII/II! 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A liI 1 N `Q;o I a. v a-N N N Al N W U N N 4 � O 1.#W U I.... Hill. im y rn.. . I po w I n 1 4 4 wAkN4 4 -t6a -0 Q Q 9 O Q O P O a; o 9910: 4 ,s1 axe T4 „,.1 P a O AN UN NN N4 -144A d "e I 12-0 OUOOOP00QR -4@6 w I g5 • -w l 1 ® . o /Iml ' IIIIN N //IIIINIII/III,I loom UIII . INININ1/11111^I/IIIIIIINIIIUIWIJII IIIIIIIIIUIIIII A A o T-3' 31/7 j o I.' A N al m CO w ® w arQ q P 5. luP Y 0 � N CO III u' 6'-0' T T S A - S o O O P 0? N A b m m 0 � 94 *4999 W 49 I. 1 A �� N 1 O w p A 5 I/2' 23'-1' 5 1/2" 1I'-6 1/2' 5 1/2' A w 1A( 1 ly, w ■ rl UlI1T.I E] IIomull lw,HHuInIn11/1n.luln.VP,.nwOI`I O N 2'-111/7 Ia'-3' l4'-91/7 / / / / / PRINTED 11/2612013 11:50:32 AM 4 „ = Dunn New Residence J. MACK PEARL - ARCHITECT j �I _ (1.1 - 8 i E t g 15070 KOMEDAL ROAD 393 South Bay Lane I Port Ludlow,WA 98365-8785 BAINBRIDGE ISLAND,WA 98110 4 E 8 8 — (206)842-8505 Seabold2 @msn.com , , 41 40 a a© i 40 i AH '01 U ©© ©1111 I I O s8 . v -t m o° 1 it it 8 8 u 8 ,,, 0, -. P N A W N - O n m - P NA W N - 2 �61 n P P P 0! @ P 0: 0? Q P Cr: P 0: P 0? 0: 0? P Q 0! m@ P T I i i i i i i i i i i i t ■ I I I I . l i i i 11 Come a? P P 0? tP 6 @C! P 0 0 0 0 0 PPO @0• 444444 a? 4444 P 4 A ,j 11 �j ,j N W qa! 5? a AmP AA@OO! AAPOO? 0 0 0 0 0 mo '; 00 0 0 0 0 0 0 0 0 0 0 0 0 0 Q00 W W W tow W W W wwwwill N. P 00; 060, mN PmP O? P A A A A w N N N N N c i !, 1 1 ! o aE q o E. PI E. u u h i 1-° 6 3 R N N ; �9 G1 1914 l 1 I p m V,p9b k N N 1 § 3 § i ,S Y N PRINTED 11/26/2013 11:50:32 AM y g s ILI Dunn New Residence J. MACK PEARL - ARCHITECT a - 32 z 15070 KOMEDAL ROAD n �� g 393 South Bay Lane el 1- ' �� Port Ludlow, WA 98365-8785 BAINBRIDGE ISLAND,WA 98110 o F (206)842-8505 Seabold2 @msn.com I 1 1 . L 1 , 1 c—, I•. I 1I *1111 m r AP ':i ®©* 11u1I1 11.'4 Itt II G ? c 1 t:!!!i!II I I I _ .. .... I o l 2 D , m 1 ili • I .. _..� 1 1 I Illk _ • L II _ 1 I, q I 1 jBBli■ 1 I 1` 0 I I: • — :I1 T li , , , I (1)11■ —_ 111111111111111111 y? — I lib? 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III - nomm�nm / 1- I l, m O I �I I 1I i?b0 I'-1 to i I N..M gfQ or) m� 0,1 L;g:1IflHIH[L!! 19a A•la = isi��llirm`$is' I® isledm1:Il Dia_-3'-2 3/4" In 1mmb�ill ringj llq (11 �h 1U _ - ra.� 11. � 11 S-�v11.;m...11., a 13.g1� I I I N R _ NOOa ?I Tp NN?-g j168,R :,--, aD gqg PRINTED 11128/2013 11:50:34 AM 6' [ i ' m Dunn New Residence J. MACK PEARL - ARCHITECT d ,' _ 15070 KOMEDAL ROAD•o > H ° 393 South Bay Lane o , Port Ludlow,WA 98365-8785 (206)842-8505 Seabo d2C ms> om0 l' ' . ■ 0 I 12'-b 1/2' I P 2 rypW�1 II ' w ! 111u11u1111s1 -- 11 y■Mug•/116717 g a-" ! to 1'eIsu;1:eise.1 eisum1 sums'sow U 1 3 I °DOA= .o •- IEII/ 1e1110 1e11U1 ‘1► Ie1111 m m o v IilNpe lm�IN�.Be1ml9■gid.19■164I�tiB211 I- n .1 Js 116 " J o b'-0' r'. 12'_9'9 1,]. y nr:.i 1. n 1. ••I 11 ly �_o =.I u..:,•9....1...E 110..1. 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MACK PEARL - ARCHITECT :, CA s _i 15070 KOMEDAL ROAD g mA 393 South Bay Lane BAINBRIDGE ISLAND,WA 98110 II. �� =e Port Ludlow,WA 98365-8785 (206)842-8505 Seabold2C�msn.com i 1 } . $ . ; 111111811111/ LII7LI7LI7I© \ \ p 1 00Lill 1 ■ o 3 \ 0Opt I / 1 illf/ \fil/1? �'rll ,(\Ili,\(,ili—ii+ , i it r it b i l l+` ++�, V I11 _�' ���, ii I, nl� l � � l� �_ IIII A 1 i I r f I I I I i� � ,iliiili� i� �I(rr /� rl� l �ill(r/�� /:7///, ��,�I� /I Iii; \\ // i?iiii Q \r r 1 I , ,/�I '/ "- li, I l 11 l r li ,I////// � ` I/ A I--am _ , a.S I �i / Ir 'rl 11I / /l riI i �� aC1t. `.u. ���P1, 0 I I I /i(1 r ( l l _ li /I k7 \ a--.. WC"ait III I 9 ail s0;• �� /'/ l I I I' I./I I \ 1 I I I uAA i I. I l I �� i = I i j \\\ 1 �� a \ \\ \\\\\\\y\\\\\\\ III L.\\ l ' I ' I.\.._ - ////j/// \` NNINI\\, ,' I 1�111t II \\ I 1 11 ol \M EM 1:74,7,74,,,, I �� \pp., -,-. 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O�O� NIA°'j �5- =rn d r. 1 Il MOM* se� mg °gpg s NNNNVpf fmok uu gQ1Q dD m avE WI a$ g;m; ss i v• iE 0 0 9 ° 41 ._., "$ 1,'„t 9 $ " go ro a Y 2 l r-it� b 1 g , 4 y LD m:a N!a ® 4Ah 0 n wal Ooh-n ill 41 V3 n v n taI A PRINTED 11/26/2013 82522 AM I I l i F i ilg D unn New Residence J. MACK PEARL - ARCHITECT j ze 393 South Bay Lane 15070 KOMEDAL ROAD F. a Port Ludlow,WA 98365-8785 BAINBRIDGE ISLAND,WA 98110 (206)842-8505 Seabold2 @msacom 'T1 fr - --___ i m '' .‹ i > II 1-71 AX2 L tk2 r AX2 i gX12 i ,JJ ` ®, ` ® lq P ∎3 4 R D A r 8_ � — —_ - ■ \ --1,./7- r® I 4x12 ®i Ohl Z i_ _t___ ` LJ L_ J 9� —— — Z o� vV ,2R D x1 1 Ark \/ P a = I 1 ®' x '© I I, >� U 0 L —' —>-4—I% r �0 I I ° —� A z i.1-4 xg-, 4,-- � � W41NN� o am( r �l"/ w N N 'AO J W yw A PN —z II 2��� WWNN��yLZ1 E73mW>COMMP/ COMWmDZw mOMOMO 611 2 Zpzpm Dm OTlll T m cy n? C ITfP aqm oel o{ni Ap7yOaf HI.OE2Wv-p9p0=6i'57 Aw _U.Uw2' „Dm. F DAOOm -i " • ;—$ 4kIO 1 1 4x10 �® -1 OR o F-co'2Oi AR,-; PFpn^S zr0�0°5>A,A. 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MACK PEARL - ARCHITECT CD d m > Dunn New Residence N 8; T 15070 KOMEDAL ROAD o _2. 111 393 South Bay Lane BAINBRIDGE ISLAND WA 98110 3_ Port Ludlow,WA 98365-8785 ' 9 x s e — (206)842-8505 Seaboid2 @msn.com w . • I t I . ■n Nq n3 Magi 4 R i 0 (')vc o Hinz (3)2x10 hFbR I j Gx10 � � \ 0 N % 54, )8Gi8 a4 sm 54x9&✓-e c, sw2 5ix4 CrI_B• sw2 0 * 0 (No-t P Id's) \ (UeroP It'a) ®i, p ck, _ � _ N N 1 € N - N� '.N -J @ (2)2XI0N .. 4 J II (FiVSH) pp mil _ \ II 11 II He m FW2 m mm .� .-, 6 (s)2.C12 tD 1 r _ ( �' f c 1HL, p (4zh2 r-;-)v ` '.FI _ l (2)2x,0 1 - "pp n -( U I (FLUSH) - . � IIl� 0 f2.12i'CZ 1. a rah u (2)2x12 k / 'O $ ,. f A O Z 8 1 1_ J R ®��_11.._JL 11 f� (� A Sw Mil z.=�I'- r '. It. .2bZxK7,ZIigaggill Gxlb V 60x10 ,� UT 1© i is Jr___ �' ' ' ' 1Z Z JO 1c c. fIl LI , N n, s i _ e © ..}® 90 ?x12c°Iro'oc,• r p (9 w J r� oN∎.4� �. (Fldi'� Q ,,r I �0(` 16 �tN c�U N iv DQ �®� �1J1 ®. 4€ $-t�� -F it) X it � mql ; -- ›� r 'PI,� `� rill -11 H�'�par ' , ° jai , E.g.' 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MACK PEARL - ARCHITECT CA m' 3 i 6 393 South Bay Lane 15070 KOMEDAL ROAD a gm 4.- `z o Port Ludlow,WA 98365-8785 BAINBRIDGE ISLAND,WA 98110 A-w (206)842-8505 Seabdd2 @rosn.com IIMMEMMTEMME1 . . . , . i11 0N rs 3 ei -t 8 d❑ , , (3)2x0 µ5R (3) ,2100 FF6R � a, 1c /® L r a o . � 5A8&2 5ix9CLe cn --0.1 .4— p 5zx4ens 5W2 - : �` s Oo 0 (NTOP ms's) \ (h)0 TOP I'e's) j N /.. .. .\ (2)2x10\ P -,\ :2) 'I (r1VSH) \ ED 11 I' HtR- "g. - 11DR �• - ll,se� c, �� N i : I:li 'D g �' 1 (al2xlb 1 „._437,7, „• � r1lyi ( 51t) ^� I� Q (F,-u5 ) -- I���■, 12 R 12 1 6. � 353 t+ �k - C (z)2Y2 V L B o 1 _•Z � d kDR II H MDR 11 I I II 11 fr [ A 1-6LLL Stu 31UI 1 —. i (z12xrcS, ewo Gx10 `0/ 1 C�ystf3 ;�► % �m . 4s IP V ;2 11 k \' .2x12o_1ro`oG ., _ x� y�y �t�y� u ucN 4r = N`4NI _ �� , (Fl.11� Q, \ I -0 V N Si' VI' ()'c N 13 033..9114 '-'.33 0 N f x $ 11.Z.- E + g� `P vCA ma � my 4 g, . - ��, to X14 % x f w1 - � ,IN,q 14 i 'e, , u ,0 .t 7 �= 3N 3 .� A) ' A e at o E'01 PN o"' 'm ,v DeDc➢ltizpm�r- zFo m-r rrNr rr 11i I CI1' 1 TOT§:gry~wlwllIM"Amr➢Zyy " r �(1'41 _ Agm Alm mOOm�rogYm Z➢Sn ZS,x -OZw I 4 � i 8YY1 D� 9 c1nOp O(7z ZCOp OADOOyln myN� -1...��1i1 1�.� - N y0 C mm 1xx Qi�0°04 mT $Ey. wiem }{IY7 HtR �.gw ��iQm3miA➢Ppim➢mrrmx opom�'7A- 0f, H <Oc�yyTyyQCA. 4 I p iL.'pNS<ia mg (7) ➢vmyy�{i9-'*0r�➢rp 69A C ® A A09y8g4r.n*w ZA1FZSe g ,- -Ica? ( , m i q z"21 -=': (nm=0ra 228 °w yzpp j 3ff o Liorn,l a lbri,-- fl 0p4Z- P P- p w��r _V< gg mm m m o `.ib -=➢m - 0m by � m� 0 0 X71 VI PI m v, �� I pyNw1FODApA O o® c. co 5/sx lcdzGis �xlo t[ .L.L. '''' 0, 1I p gl 4 N ,' ..:.-0 1' Z qv A Io _I Ch �x ,i 5x1268 1 _f (No-roPm'*) O • 0 6wl PRINTED 11/26/201382522 AM s J. MACK PEARL - ARCHITECT r _ Dunn New Residence Vj 4; 3. 15070 KOMEDAL ROAD <-I 393 South Bay Lane BAINBRIDGE ISLAND,WA 98110 m Port Ludlow,WA 98365-8785 I -0 .- (206)842-8505 Seatrold2 @msn.com ' • p I I , R ' ■ o -y —N j o 1 o rn igy— _ u •1 - r CI1-4 O® ® n Cs-l'. r P . Pi� g O . 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Z *<Ca e �� g 8 M m $ g F- 9 AI< 75 R b 3 D 02. g m a a V1 N P go �° IT l PRINTED 11/26/201382522AM Dunn New Residence MACK PEARL - ARCHITECT .7- ii 393 South Bay ane 15070 KOMEDAL ROAD Y BAINBRIDGE ISLAND,WA 98110 €§ I. e e Port Ludlow,WA 98365-8785 F ca _ - (206)842-8505 Seabold2 @msn.com IM IIMIRIMII I • s • • I ■ a ,■ • 1 \ ) MM y - 1v+ 1� @A lJ� II 19,C6 ■ -- 1 (fl I II Fr A -- Ili z � 1 ' I� 0I _\ © L — s L . • .P .3yo gs _x_. m 2 �10‘-'1;;)1‘() ca S y�'a ti ._h dial _ c�! '"r _ -`° _- - S - - - -:- F,ha fps' 3 sZ7 F 3 -N tr §• gsg ,,,.'. ■ 1J R 4— — ---- • .' n N ;( E. I l ' e 0 a S j m I II TX. � ,l - i� S �C m i.0 �Lj3 '7 jcj � N - v �` 5.i z _ _ - 1', N - _. , •Q� I . ! � i - -- i v - -- �, _'_ o� -- 4 11I1I l pi - --_ �z „x , � N- N s s,.,� 3 n m ®- -- -- D11= 73 - - -- _07? l -_ - - o 0 - fl i - G — J o• N w� w8 - 6 6 {� `11-5 (1)z - - --.. 97- -Co T. T. -_ - 13 it FO .cwt a PRINTED 11/26/2013 8.2522 AM l 1 co = Dunn New Residence J. MACK PEARL - ARCHITECT ul " J R� 393 South Ba Lane 15070 KOMEDAL ROAD Bay BAINBRIDGE ISLAND,WA 98110 0 6 8 Port Ludlow,WA 98365 8785 I x w — _ (206)842-8505 Seabold2 @msn.com 44'.s ON co` JEFFERSON COUNTY 4 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.iefferson.wa.uslcommunitydevelopment �9Sh NG..o$ Tel:360,379.4450 I Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us• SquareONE Resource Center I Building P "- '--nerrinns I Development Review i Long Range Planning June 8, 2015 DELOS W DUNN S pccux JUDI A DUNN 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 RE: SITE ADDRESS: 393 S BAY L CASE#: MLA13-00161 Dear DELOS W DUNN: Jefferson County Department of Community Development staff have received the documents recorded with the Auditor's Office and the completed cash deposit form with a check for critical areas stewardship plan bonding. You are now authorized to begin the work approved under this critical areas stewardship plan, assuming all other required permits have been obtained. Please call the Department of Community Development (360-379-4450) if you have any questions. Sincerely, _--_-t=k__,r,%' 0 ;o, r epartment of Community Develop -nt Staff c: File 7C0 e,sc p P C � L ha k- J tt,1 r ol- I-P xix.s.bu-e 0Jc-1 rtar" a -0trt* e.A. vA.A_. 74;Z4.--- a A. (iit9444L-4,61wi ctA & 1- (k. . kAn.t)1 .)\--tti'-u-w-TAL ik-07(-- , , ■ . \\tidemark\data\forms\F_CSP_Stagel App.rpt 6/812015 590359 PGS : 5 COV 03/31/2015 11:39 AM $76.00 DELOS DUNN Jefferson County WA Auditor's Office - Rose Ann Carroll, Auditor 1 1111 Ir1IrAZIO Hi le i'i'i'I'.'LUIPE'ri FI,'uigroiiyi 11111 When recorded,return to: ()wtPle-re- -rile Jefferson County Department of Community Development Development Review Division -1177 aVtiern of 621 Sheridan Street RA , j Port Townsend,Washington 98368 r `„i I - W wl Attn:_0 G-Y�/YIA i t Of NO all, U RESTRICTIVE COVENANT (NOTICE TO TITLE) Grantor(s): 1b e t a s q°J A/o R 1 LAO.t .„n1 4 Grantee: Jefferson County Department of Community Development THIS RESTRICTIVE COVENANT is made and entered this day ofq°�C LA , 20 f S>by b etas qN d J�.� 1:).AN N hereinafter referred to as "Grantor(s),”the legal and equitable owners of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: Parcel Number(s) q(p q 500 005 Staff Verification Section Re Township J N Range i E Subdivision 1--U.d(-6itI�'dz-hi- %/tci L.f5 Block Lot(s) I Property Address '2j q j 'O t.l. t— Gary L'i,,/POV-�L t qg3&5 2. Critical Areas Stewardship Plan Application. The Grantor(s) have applied or will apply for a critical areas stewardship plan permit through the Jefferson County Department of Community Development("the County"). In consideration of approval by Jefferson County Department of Community Development of the following permits or applications: LA) 13 -- D D (x.31, ( 5 _00004, - 3. Purpose. For purposes of complying with Jefferson County land use codes and ordinances, the Grantor(s)shall provide mitigation as described in the approved critical areas stewardship plan. The critical areas stewardship plan approval is for construction of/LPt L) u�/�1LZ�f /5 Implementation of the critical areas stewardship plan will require Grantor(s)to post a performance bond (or other form of surety)that runs with the land until released by Jefferson County and to provide annual monitoring reports to Jefferson County. Failure of Grantor(s)to comply with any of the critical areas stewardship plan requirements will result in Jefferson County intervention to ensure compliance with the approved plan. Restrictive Covenant Critical Areas Stewardship Plan Page 1 of 4 4. Assurances to County. The Grantor(s) desire to assure the County that the critical areas and associated buffers described above shall remain protected as part of the improvements to be constructed upon the property. NOW, THEREFORE, in consideration of the benefits derived by this Restrictive Covenant,the Grantor(s)declare, covenant and agree as follows: B. TERMS AND CONDITIONS OF THE COVENANT 1. Specific Restriction and Covenant. A critical areas stewardship plan has been prepared for the property described above and mitigation, as described in the approved plan, shall be implemented by the Grantor(s). An original copy of the CASP is attached to this document. The mitigation area identified in this Restrictive Covenant is to be protected from the proposed development and future land use activities on the property, as specified in the approved plan. The Grantor(s)have posted a performance bond that cannot be released until the mitigation has met the Critical Areas Stewardship Plan goals, objectives, and performance standards. This Restrictive Covenant shall not be removed unless such an action is approved by the County. 2. Covenant Running with the Land. This Restrictive Covenant and CASP affects and restricts the described property and shall be construed as a covenant running with and touching and concerning the land and inuring to the benefit of the Grantor(s),the public generally, and the County. 3. Binding upon Successors and Assigns. This Restrictive Covenant shall bind and restrict the land,the Grantor(s),their heirs, grantees, successors and assigns, and shall"run"with the land in perpetuity. 4. Recording. Upon its execution,this Restrictive Covenant and CASP shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this Restrictive Covenant. 5. Enforcement. The County shall have the right to enforce and compel compliance with this Restrictive Covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Restrictive Covenant does not amend or modify, nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel. The Owners by this Restrictive Covenant specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this Restrictive Covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance. Invalidation of any section or text of this Restrictive Covenant by judgment or court order shall not affect any of the other sections or text which shall remain in full force and effect. 9. Warranty of Authority. The Grantor(s) signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Restrictive Covenant and so bind the property. Restrictive Covenant Critical Areas Stewardship Plan Page 2 of 4 10. Governing Law. This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington and venue for any litigation or dispute arising from it shall be solely in the Superior Court In and For Jefferson County. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant, the County accepts no liability for what facts a survey might have revealed. A survey could have revealed that a structure or improvement believed to be on the grantor's property is, in fact, located wholly or partially upon someone else's property or upon property that is not the subject of this application. But, in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises and will hold the County harmless and indemnify the County in a manner consistent with Section 14 should any claim, action or lawsuit be made or brought against the Grantor(s) relating to information that a survey would have or should have revealed. 12. Access. Grantor(s)authorize and permit Jefferson County to access the property for the sole purpose of implementing the CASP, including,but not limited to, monitoring of the Grantor(s)' compliance with the terms and conditions of the CASP. Jefferson County will give the Grantor(s)reasonable notice ahead of its intent to access the property. 13. Costs. The expenses and costs associated with implementing and maintaining the CASP shall be borne exclusively by the Grantor(s). 14. Hold Harmless/Indemnification. The Grantor(s)shall hold the County harmless and indemnify the County should any claim, action or lawsuit be brought or made by a third-party against Grantor(s)arising from Grantor(s)' implementation or undertaking of the terms and conditions of the CASP. This hold harmless and indemnification requirement shall require the Grantor(s)to pay for all attorneys' fees, court costs and other costs connected with the claim, action or lawsuit. This hold harmless and indemnification requirement shall not apply to the sole negligence of the County. Restrictive Covenant Critical Areas Stewardship Plan Page 3 of 4 Dated this 3O day of L , 20 1 . 01,/ Owner oS {Nnf irer STATE OF WASHINGTON) ) ss COUNTY OF JEFFERSON) n II On this day personally appeared before me, A ells 3-t/414.4. Aar ,to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Gfv-,0,9EITC1rWhhifOil and official seal this 04k. day of ,/a , 20 isr / p - ► < NOTARY PUBLIC in and for the State of Washington residing Z ' '4L 40 ;I at vt,' d,ao ,S My commission expires: ( a .OFT-is vo ans Approved: UDC Administrator Date Restrictive Covenant Critical Areas Stewardship Plan Page 4 of 4 CRITICAL AREAS STEWARDSHIP PLAN (CASP) DESCRIBING MITIGATION, INCLUDING FIVE (5) YEARS OF MAINTENANCE AND MONITORING, IS FILED WITH JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNDER MLA (SHEET 5 - ATTACHED TO RESTRICTIVE COVENANT FOR CASP) trIV,4° JEFFERSON COUNTY `, DEPARTMENT OF COMMUNITY DEVELOPMENT r. p ,y 621 Sheridan Street • Port Townsend • Washington 98368 �SgnsTdc° 360/379-4450 ^' 360/379-4451 Fax CASH DEPOSIT TO JEFFERSON COUNTY COU NTY Applicant: Pd os 4-i JJl --)LI L1.L i Type of Project: J Stk uJf fl 4 91 ) Site Location: ' ) I "J OLft' I7-) l__-V\ •) (V Y y _t 10 Y /Parcel Number:61(0C1 300 60 ' MLA Number: I ')— Om G2 ( CSP Number: I '2? _O 00 0 L / Receipt Number: 15611 / .3 Guarantee Amount: $r,-. S�O2- . gli The APPLICANT hereby authorizes that the sum of$ h}t. I ill be kept on deposit with the Jefferson County Department of Community Development to secure for Jefferson County the APPLICANT'S performance of certain work and payment of fees and other amounts required in connection with the above-referenced project. THE CONDITION OF OBLIGATION is that: 1. The APPLICANT has executed an "Agreement" entitled Critical Areas Stewardship Plan (CASP), a copy of which is attached hereto and incorporated herein by this reference. 2. Under the provisions of the Agreement, the APPLICANT is required to furnish a guarantee to secure the APPLICANT'S compliance with the terms of the Agreement. IT IS FURTHER EXPRESSLY PROVIDED that: 1. Until written release of this obligation by Jefferson County, this cash financial guarantee may not be terminated or cancelled by the APPLICANT for any reason. 2. The obligation of the APPLICANT shall not be discharged or affected by any amendment of the approved plans used for development of this real property. 3. Upon failure of the APPLICANT to perform any of the terms of the Agreement, Jefferson County may use the funds to complete the work and pay outstanding fees and other amounts. The APPLICANT shall have no duty or right to evaluate the correctness or appropriateness of Jefferson County's determination that requirements have not been satisfactorily completed. Any unexpended funds shall be returned to the party designated below upon completion of the terms of the Agreement. 4. The APPLICANT'S obligation to perform the work or pay fees and other amounts is not limited to the amount of this cash deposit. 5. In the event that this project becomes part of an incorporated area, Jefferson County may transfer its rights and obligations under this cash financial guarantee and the attached Agreement to any successor jurisdiction without notice to the APPLICANT. 6. Interest on this cash deposit shall be retained by the County to cover administrative costs associated with this deposit. I, a..</f.�f A. . ./ J/L.. , an employee of Jefferson County, certify that the above-ref-j ced funds have been received by Jefferson County. APP NIS...„..- 10 — sic:: Li N /0 lir .-ature) (Date) (Print Name) 3155 so.-, ,-. P A L_j4" - s(dc' 3( /0 l 0 S'S (A 4— L.Ld (io c� �lq} INgbs (Phone Number) It is the APPLICANT'S responsibility to notify Jefferson County of any changes in address and telephone number. Upon release of this cash deposit,the funds are to be returned to 4AJJ/O.�S�, .0 A-)J at the following address: S'S— S1::,L.--Pc iSitly L_A1t- -Po24- L.14bLew ( J - °fg3 ,5 State of Washington, County of Jefferson � /twA �1 I certify that I know or have seen satisfactory evidence that b40.-10.5 4 -3004-4‘ it. '1 U,t it signed this instrument and acknowledges it to be his/her free and voluntary act for the uses and purposes mention in this instrument. `∎∎•\\fit"1tlllft (Notary Seal or NQ( I f i// Dated: .3/3 o%.S- � ,�¢,aw�w,,,p,, ,Vey i 2Q-i= , 4 '04 i Notary Public Signature: . = co • ,, , Q i 6 $ 0 • �_O � Title: �y q ��"��%h �wo ,�tr My Appointment Expires: I - d / �/3 6/8/2015 CCEL/! Conditions Associated With 12:09:45PM Case #: BLD13-00380 Condition Status Updated Code Title Hold Status Changed By Tag Date By 2001 CASP CONDITION None NOT MET 6/8/2015 DLF The applicant shall implement the approved CASP,which includes the planting plan approved on January2,2015. All conditions in the CASP permit(CSP13-00004)shall apply to this building and shoreline exemption permit 2001 AS-BUILT CONDITION None NOT MET 6/8/2015 DLF An as-built shall be submitted to DCD for review and approval within60 days of plant installation and prior to building fmal A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS APPROVED THE MITIGATION AS-BUILT. 7001 F-CASP FINDING None NOT MET 6/8/2015 DLF The applicant submitted a critical areas stewardship plan(CASP)as part of the application(received November 27,2013)and revised planting plan(approved January 2, 2015). Page 1 of 1 CaseConditions..rpt r ,cs r> 5111\11 c - O (I) A "0** • o m rC Vt Vt C: Pow rn f go ycep . wr W i r O r.. O Vi W M. 7Q ot s Vt A ` eo y rty O_ A z z <. c F g m � .a 5 o m •a as b C a C o0 a o 4 t JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DELOS W DUNN JUDI A DUNN 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 DATE ISSUED: January 02, 2015 DATE EXPIRES: -1( .+.,r, f:;: — ic.: MLA NUMBER: MLA13-00161 /G ,r '.—C - t PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION: CASP- NSFR w/attached garage and shop, no plumbing PROJECT LOCATION: Parcel Number: 969 300 005 Site Address: 393 S Bay Weyr Ln Port Ludlow S-T-R: 16-28N-01E. CONDITIONS: 1.) This CASP permit is a conditional approval requiring the applicant to record a Restrictive Covenant with the Auditor's Office and post a performance bond with DCD. Work on this project shall not begin until DCD sends a letter stating that both of the above have been completed. 2.) The applicant shall implement the approved CASP and revised site plan, except that: the 40 plants to be installed between the house and the water(blue planting area on revised site plan) shall consist of: 10 evergreen huckleberry(Vaccinium ovatum), 10 Nootka rose (Rosa nutkana), 10 snowberry (Symphoricarpos albus), and 10 coastal strawberry(Fragaria chiloensis); *the 27 plants to be installed between the house and the west property line(orange planting area on revised site plan) shall consist of: 10 Pacific rhododendron (Rhododendron macrophyllum), 10 salal (Gaultheria shallon), and 7 snowberry(Symphoricarpos albus); *the 15 plants to be installed between the house and the east property line(purple planting area on revised site plan shall consist of: 10 snowberry (Symphoricarpos albus) and 5 swordfern (Polystichum munitum); and the 14 plants to be installed in the southeastern portion of the property (red planting area on revised site plan) shall consist of 14 Pacific rhododendron (Rhododendron macrophyllum). Failure to implement the GASP shall result in DCD accessing the property to maintain and monitor the mitigation area, and using funds from the bond conduct the work. Any work completed by DCD to implement the CASP shall reduce the amount of the performance bond returned to the applicant at the end of the monitoring period. 3.) Any plant substitutions shall be approved by DCD prior to plant installation. Landscaping varieties and non-native plant species shall not be considered appropriate substitutions. 4.) An as-built shall be submitted to DCD for review and approval within 60 days of plant installation and prior to building final. A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS APPROVED THE MITIGATION AS-BUILT. 5.) Each of the annual monitoring reports shall be submitted to DCD no later than October 31 of each year. 6.) Work within the fish and wildlife habitat conservation area buffer, other than as described above (and as shown on the attached site plan), shall receive separate review from DCD. 7.) Construction shall be conducted in a manner that does not cause degradation of critical areas. 8.) The applicant shall adhere to the conditions specified in the building/shoreline permit (BLD13-00380). Work on this project shall not begin until this permit has been issued. 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.) The applicant is proposing to construct a single-family residence within a fish and wildlife habitat conservation area buffer. A critical areas stewardship plan (CASP)was submitted as part of building permitting. The CASP (dated November 2013; submitted November 27, 2013) and the revised site plan (submitted October 1, 2014) were prepared by C3 Habitat Corp. The applicant is to implement the submitted CASP and revised site plan except that the mitigation plants shall be based on the following: the 40 plants to be installed between the house and the water(blue planting area on revised site plan) are to consist of: 10 evergreen huckleberry(Vaccinium ovatum), 10 Nootka rose (Rosa nutkana), 10 snowberry (Symphoricarpos albus), and 10 coastal strawberry(Fragaria chiloensis); the 27 plants to be installed between the house and the west property line(orange planting area on revised site plan) are to consist of: 10 Pacific rhododendron (Rhododendron macrophyllum), 10 salal (Gaultheria shallon), and 7 snowberry(Symphoricarpos albus); the 15 plants to be installed between the house and the east property line(purple planting area on revised site plan are to consist of: 10 snowberry(Symphoricarpos albus) and 5 swordfern (Polystichum munitum); and *the 14 plants to be installed in the southeastern portion of the property (red planting area on revised site plan) are to consist of 14 Pacific rhododendron (Rhododendron macrophyllum). 3.) The findings presented in the building/shoreline permit (BLD13-00380)also apply to this GASP permit. Work approved by this CASP permit is not to begin until the building permit is issued. 4.) This permit is a conditional approval that requires the applicant to record a Restrictive Covenant for Critical Areas with the Jefferson County Auditor's Office and to post a performance bond with Jefferson County Department of Community Development (DCD) prior to beginning any construction activities. 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. 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. 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. \` U�b�' �- S' DC Administrator MLA13-00161 Pc,le, 2 cP 2 PORT LUDLOW BAY NORTH PIEXISTING SHARED DOCK AND FLOAT e IGovernment Met!!!lIne,..1 ���..�sa.os�. •AVERAGE SETBACK LINE (27+0=27Q)=13'-6" s'E �`0A E" Outfallof6"PVC Drainage �EAST RESIDENCE 0-0"FROM TOP OF RANK rN6;s j�� Tightline-Located on bedrock WEST RESIDENCE 27'-0"FROM TOP OF BANK // `1` L. inland from shoreline I .���J lil E t0'n � 1�I, (Odinary rfyh Trtle lelei "' \;;; i APPROVED S '` , ■ r. °F SITE PLAN ; ' I —Geotech back to Foundation r� � j r� JAN ' . 2 . ' ,, fi..1ax"� . .�1�i�_- EXIST.RESIDENC �iST,A SroEn U�2\ ����ir JEFFERSON COUNTY j ►'r I} DEPT.OF COMMUNITY EV �( (37 Bedroom �- SIGNATURE: ,(ikt, bw, s: Residence '-"PVC Tightline -. , 2,518 SF CIE► - - •� . ( rte. , , � - ( • --- I /4'�� r d 1 ONC.a'M1HAY Pervious) 4 • l iou and i nY ia•+a.r.ri("�k 313 r N 0 t.. 1 � iri so6wL ., l ED PROPANE :.s . :1 0tANx crs"..d S l' O"'. y '" -V`` r Water Meter ` �+ + /LOT6 °fi ja'q^ 0 P I t,r C Li'-` \ N V V 1 40 Plant Units NC Sok 4 , Sewer Connection �� 27 Plant Units i�, ,c ;�c ti'v b�r Ei kr z �, \ ` 15 Plant Units C� 4j 5,vl.r i'f^COY Y1 v eil 3`:9_,,,..,,,t•I`BPS 14 Rhododendron Units C p Se ,/ a�0" OWNERS:Delos and Judy Dunn ;, � /14:::,, �P�sz r 385 South Bay Lane �Py (, $1' �IO rtArli�i✓ �k,nr1 ',1, 1, Port Ludlow,,Wa 98365-8785 0P� �5�9 l� $0.�0� �,r-•p„). 0 �'? �6V vv b. t Carcel#969 300 005 S 011x17 Sit.Plan 1”=30'-0" --------- YM+ao wows lural.■ r.:7s Dunn New Residence J.MACK PEARL-ARCHITECT if £ 393 south Bay tAne 15070 AONIEDAL ROAD 8 + 3p (: !y e I[ �� Port Ludlow.WA 9133 65137 8 5 BAINBRIOGE ISLAND.WA 913110 _ _ (206R142.8505 Seabold2emsn.com ssoN c JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 I Web:www.co.Jefferson.wausicommunitydeveiopment �syl o Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdfco.iefferson.wa.us SquareONE Resource Center Building Permits & Inspections j Development Review j Long Range Planning January 2, 2015 DELOS W DUNN JUDI A DUNN • 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 RE: SITE ADDRESS: 393 S BAY LN MLA#: MLA13-00161 /CASE#: CSP13-00004 Dear DELOS W DUNN: Jefferson County Department of Community Development(DCD) staff has reviewed your application and has approved the critical areas stewardship plan (CASP) per the attached Type I permit. The CASP permit is not an authorization to proceed with your proposal, and no development or other ground-disturbing activities shall begin until all of the permitting requirements outlined below have been completed. After the items listed below have been submitted to and approved by DCD, a letter authorizing you to proceed with activities approved under this CASP permit will be issued. To receive an authorization letter from DCD, submit the following: 1. Enclosed is a Notice to Title form that needs to be signed and notarized prior to returning the form to DCD for signature. After DCD has signed the completed form, the Notice to Title then needs to be recorded at the Jefferson County Auditor's Office and the recorded paperwork must be returned to Jefferson County Department of Community Development. Please note that there is a recording fee that must be paid to record this Notice to Title. 2. Jefferson County requires a performance bond for mitigation. Also enclosed is a Critical Areas Bond Quantity Worksheet, which shows the amount of the mitigation performance bond, and a cash deposit form. Return the signed and notarized Cash Deposit form to DCD along with a check for the total amount of the mitigation performance bond. To continue with the CASP permitting process and permit review of other approvals required by this Department, please submit the requested information to Jefferson County Department of Community Development by April 02, 2015. Failure to submit the requested information to,J,efferson County Department of Community Development within the ninety(90)calendar day period or request additional time may delay initiation of activities approved under this CASP permit and may result in a delay of processing other permits relating to the proposed project. Please call the Department of Community Development if you have any questions. Sincerely, �..., Department of Community Development Staff c: File When recorded,return to: Jefferson County Department of Community Development Development Review Division 621 Sheridan Street Port Townsend, Washington 98368 Attn:1)6111L,t RESTRICTIVE COVENANT (NOTICE TO TITLE) Grantor(s): Grantee: Jefferson County Department of Community Development THIS RESTRICTIVE COVENANT is made and entered this day of 20 ,by hereinafter referred to as "Grantor(s),"the legal and equitable owners of the real property described herein. A.RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: Parcel Number(s) q(D q 500 0 0 5 Staff Verification Section 1(49 Township N Range ! Subdivision L tLcf It-K1`PO %ha.iif5 Block — Lot(s) Property Address �j g 6Vt. d L 2. Critical Areas Stewardship Plan Application. The Grantor(s) have applied or will apply for a critical areas stewardship plan permit through the Jefferson County Department of Community Development("the County"). In consideration of approval by Jefferson County Department of Community Development of the following permits or applications: 5 003`5 G ' ( 5 - 000O4 3. Purpose. For purposes of complying with Jefferson County land use codes and ordinances, the Grantor(s)shall provide mitigation as described in the approved critical areas stewardship plan. The critical areas stewardship plan approval is for construction of fl et-05%g.u%/ 4ltq f /5Gucr Implementation of the critical areas stewardship plan will require Grantor(s)to post a performance bond (or other form of surety)that runs with the land until released by Jefferson County and to provide annual monitoring reports to Jefferson County. Failure of Grantor(s)to comply with any of the critical areas stewardship plan requirements will result in Jefferson County intervention to ensure compliance with the approved plan. Restrictive Covenant Critical Areas Stewardship Plan Page 1 of 4 4. Assurances to County. The Grantor(s)desire to assure the County that the critical areas and associated buffers described above shall remain protected as part of the improvements to be constructed upon the property. NOW, THEREFORE, in consideration of the benefits derived by this Restrictive Covenant,the Grantor(s)declare,covenant and agree as follows: B. TERMS AND CONDITIONS OF THE COVENANT 1. Specific Restriction and Covenant. A critical areas stewardship plan has been prepared for the property described above and mitigation,as described in the approved plan,shall be implemented by the Grantor(s). An original copy of the CASP is attached to this document. The mitigation area identified in this Restrictive Covenant is to be protected from the proposed development and future land use activities on the property,as specified in the approved plan. The Grantor(s)have posted a performance bond that cannot be released until the mitigation has met the Critical Areas Stewardship Plan goals, objectives, and performance standards. This Restrictive Covenant shall not be removed unless such an action is approved by the County. 2. Covenant Running with the Land. This Restrictive Covenant and CASP affects and restricts the described property and shall be construed as a covenant running with and touching and concerning the land and inuring to the benefit of the Grantor(s),the public generally,and the County. 3. Binding upon Successors and Assigns. This Restrictive Covenant shall bind and restrict the land,the Grantor(s),their heirs, grantees, successors and assigns,and shall"run"with the land in perpetuity. 4. Recording. Upon its execution, this Restrictive Covenant and CASP shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this Restrictive Covenant. 5. Enforcement. The County shall have the right to enforce and compel compliance with this Restrictive Covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Restrictive Covenant does not amend or modify, nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel. The Owners by this Restrictive Covenant specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this Restrictive Covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance. Invalidation of any section or text of this Restrictive Covenant by judgment or court order shall not affect any of the other sections or text which shall remain in full force and effect. 9. Warranty of Authority. The Grantor(s)signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Restrictive Covenant and so bind the property. Restrictive Covenant Critical Areas Stewardship Plan Page 2 of 4 10. Governing Law. This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington and venue for any litigation or dispute arising from it shall be solely in the Superior Court In and For Jefferson County. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant,the County accepts no liability for what facts a survey might have revealed. A survey could have revealed that a structure or improvement believed to be on the grantor's property is, in fact, located wholly or partially upon someone else's property or upon property that is not the subject of this application. But, in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises and will hold the County harmless and indemnify the County in a manner consistent with Section 14 should any claim, action or lawsuit be made or brought against the Grantor(s)relating to information that a survey would have or should have revealed. 12. Access. Grantor(s)authorize and permit Jefferson County to access the property for the sole purpose of implementing the CASP, including,but not limited to,monitoring of the Grantor(s)' compliance with the terms and conditions of the CASP. Jefferson County will give the Grantor(s)reasonable notice ahead of its intent to access the property. 13. Costs. The expenses and costs associated with implementing and maintaining the CASP shall be borne exclusively by the Grantor(s). 14. Hold Harmless/Indemnification. The Grantor(s)shall hold the County harmless and indemnify the County should any claim, action or lawsuit be brought or made by a third-party against Grantor(s)arising from Grantor(s)' implementation or undertaking of the terms and conditions of the CASP. This hold harmless and indemnification requirement shall require the Grantor(s)to pay for all attorneys' fees, court costs and other costs connected with the claim, action or lawsuit. This hold harmless and indemnification requirement shall not apply to the sole negligence of the County. Restrictive Covenant Critical Areas Stewardship Plan Page 3 of 4 Dated this day of ,20 Owner Owner STATE OF WASHINGTON) ) ss COUNTY OF JEFFERSON) On this day personally appeared before me, ,to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed,for the uses and purposes therein mentioned. Given under my hand and official seal this day of ,20 . NOTARY PUBLIC in and for the State of Washington residing at My commission expires: Approved: UDC Administrator Date Restrictive Covenant Critical Areas Stewardship Plan Page 4 of 4 CRITICAL AREAS STEWARDSHIP PLAN (CASP) DESCRIBING MITIGATION, INCLUDING FIVE (5) YEARS OF MAINTENANCE AND MONITORING, IS FILED WITH JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNDER MLA 1 D0 i (Qj . (SHEET 5 - ATTACHED TO RESTRICTIVE COVENANT FOR CASP) zr.,`� 4ON , c°& JEFFERSON COUNTY ": DEPARTMENT OF COMMUNITY DEVELOPMENT ai --,- ''' 621 Sheridan Street- Port Townsend •Washington 98368 44 ' 51 360/379-4450 "' 360/379-4451 Fax 'elSxzNGe ° CRITICAL AREAS BOND QUANTITY WORKSHEET PROJECT NAME: 1 vv v 6Vv ('2i�- APPLICANT: De l c S T Gut 1 D I-t i'u 14.. MLA NUMBER: WA )�) (.O I ' — i(- ) uliukl-1 CSP NUMBER:PREPARED BY: �A DATE: I . 7- " 15 PLANT MATERIAL _ Quantity Price Unit Total Cost Vegetation Trees $ 7.00 1 gallon $ - Trees $ 15.00 2 gallon $ - Shrubs 91 $ 6.00 1 gallon $ 546.00 Shrubs $ 14.00 2 gallon $ - Herbaceous $ 3.00 4" pots $ - Herbaceous $ 6.00 1 gallon $ - Grasses $ 1.25 plug $ - Sedges & Rushes $ 1.25 plug $ - Ferns 5 $ 5.00 1 gallon $ 25.00 Seed Mixes $ 25.00 pound $ - Other(list): $ - $ - Other(list): $ - $ - Other(list): $ - $ - Soil Amendments Fertilizer $ 20.00 cubic yard $ - Mulch $ 17.00 cubic yard $ - Topsoil $ 36.00 cubic yard $ - Other(list): $ - $ - Other(list): $ - $ - Other (list): $ - $ - Labor $ 78.00 hour $ - Subtotal -Plant Material $ 571.00 Page 1 CRITICAL AREAS BOND QUANTITY WORKSHEET SITE PREPARATION Quantity Price Unit Total Cost Clear and grub $ 1,850.00 acre $ - Excavation, dozer $ 9.75 cubic yard $ - Grading $ 0.11 square foot $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 78.00 hour $ - Subtotal -Site Preparation $ - HABITAT FEATURES Quantity Price Unit Total Cost Logs $ - $ - Root Wads $ - $ - Woody Debris $ - $ - Rocks $ 26.25 ton $ - Clean Gravel $ $ - Snags $ - $ - Weir $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 78.00 hour $ - Subtotal-Habitat Features $ - EROSION CONTROL Quantity Price Unit Total Cost Silt fence $ 30.00 linear foot $ - Jute matting/Organic fibers $ 1.68 square yard $ - Mulch $ 41.25 cubic yard $ - Rip rap $ 63.75 cubic yard $ - Straw bales $ 3.00 linear foot $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 78.00 hour $ - Subtotal -Erosion Control $ - FENCING Quantity Price Unit Total Cost Fencing, chain link, 6' high $ 35.25 linear foot $ - Fencing, split rail, 3' high $ - $ Fencing,gate(s) $ _ $ _ Other (list): $ - $ - Other(list): $ - $ - Labor $ 78.00 hour $ - Subtotal-Fencing $ - Page 2 CRITICAL AREAS BOND QUANTITY WORKSHEET MONITORING/MAINTENANCE Quantity Price Unit Total Cost As-built Report 6 $ 78.00 hour $ 468.00 Year 1 Monitoring Report 6 $ 78.00 hour $ 468.00 Year 2 Monitoring Report 6 $ 78.00 hour $ 468.00 Year 3 Monitoring Report 6 $ 78.00 hour $ 468.00 Year 4 Monitoring Report 6 $ 78.00 hour $ 468.00 Year 5 Monitoring Report 6 $ 78.00 hour $ 468.00 Hydroseeding $ 0.44 square foot $ - Irrigation-temporary $ - $ Irrigation -water truck $ 385.00 day $ - Irrigation-other(specify) $ - $ Year 1 Maintenance Site Visit 6 $ 78.00 hour $ 468.00 Year 2 Maintenance Site Visit 6 $ 78.00 hour $ 468.00 Year 3 Maintenance Site Visit 6 $ 78.00 hour $ 468.00 Year 4 Maintenance Site Visit 6 $ 78.00 hour $ 468.00 Year 5 Maintenance Site Visit 6 $ 78.00 hour $ 468.00 Other(list): , $ - $ Other (list): $ - $ Labor $ 78.00 hour $ - Subtotal -Monitoring/Maintenance $ 5,148.00 OTHER ITEMS Quantity Price Unit Total Cost List: scot's broom removal $ - $ - List: $ - $ List: $ - $ List: $ $ List: $ - $ List: $ $ Labor $ 78.00_, hour $ - Subtotal -Other Items $ - Subtotal-All Items $ 5,719.00 20%Contingency& Mobilization $ 1,143.80 TOTAL BOND AMOUNT $ 6,862.80 Page 3 O�? w� JEFFERSON COUNTY h g DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 41N019 360/379-4450 360/379-4451 Fax CASH DEPOSIT TO JEFFERSON COUNTY Applicant: (ih I O U61 Du IA Ail/ Type of Project: N `Jf k: � �nli Site Location: 22�� / t i l I���I / 1\ ) 1'U i (i1 I�\A/Parcel Number:/l6 130O ter MLA Number: 1 ')" COIL ! CSP Number: I '� —O 00 014 Receipt Number: Guarantee Amount: (p, DAD Z . The APPLICANT hereby authorizes that the sum of$ ipi 2.. C?D be kept on deposit with the Jefferson County Department of Community Development to secure for Jefferson County the APPLICANT'S performance of certain work and payment of fees and other amounts required in connection with the above-referenced project. THE CONDITION OF OBLIGATION is that: 1. The APPLICANT has executed an "Agreement" entitled Critical Areas Stewardship Plan (CASP), a copy of which is attached hereto and incorporated herein by this reference. 2. Under the provisions of the Agreement, the APPLICANT is required to furnish a guarantee to secure the APPLICANT'S compliance with the terms of the Agreement. IT IS FURTHER EXPRESSLY PROVIDED that: I. Until written release of this obligation by Jefferson County, this cash financial guarantee may not be terminated or cancelled by the APPLICANT for any reason. 2. The obligation of the APPLICANT shall not be discharged or affected by any amendment of the approved plans used for development of this real property. 3. Upon failure of the APPLICANT to perform any of the terms of the Agreement, Jefferson County may use the funds to complete the work and pay outstanding fees and other amounts. The APPLICANT shall have no duty or right to evaluate the correctness or appropriateness of Jefferson County's determination that requirements have not been satisfactorily completed. Any unexpended funds shall be returned to the party designated below upon completion of the terms of the Agreement. 4. The APPLICANT'S obligation to perform the work or pay fees and other amounts is not limited to the amount of this cash deposit. 5. In the event that this project becomes part of an incorporated area, Jefferson County may transfer its rights and obligations under this cash financial guarantee and the attached Agreement to any successor jurisdiction without notice to the APPLICANT. 6. Interest on this cash deposit shall be retained by the County to cover administrative costs associated with this deposit. I, , an employee of Jefferson County, certify that the above-referenced funds have been received by Jefferson County. APPLICANT: (Signature) (Date) (Print Name) (Address) (Phone Number) It is the APPLICANT'S responsibility to notify Jefferson County of any changes in address and telephone number. Upon release of this cash deposit,the funds are to be returned to at the following address: State of Washington, County of Jefferson I certify that I know or have seen satisfactory evidence that signed this instrument and acknowledges it to be his/her free and voluntary act for the uses and purposes mention in this instrument. (Notary Seal or Stamp) Dated: Notary Public Signature: Title: My Appointment Expires: 00Z W w8 a " a a N _ s i 4 w Vii i f S ' y z .S O W 0 �� oa z > a > d _ _ ° co U) (1) E- 1 / (3l-NSL-St 9/t 35) 11 MINIM& 1,, 4-4'0 ?,47 j 0 Li MEM'l Y .1.N8 mn z o=o MIL 111111111111111 Wall a- (3 W W O F. I Z r <o� OHS dIN01W iw F- Q m , �9v se i K $ fi °a /7 $i N a. 3 \ ..: 2 ,. - W\E.j O a z 4 JNO 'IS 3100'_ +� _4' > Popes o 1 8 1 °S �`1210HS......,.a,Ainhammani ,® " c 1v_ t � OI PJ 6 HA � so l ..- it. 2 an.ane m �2g M<o 1 dimi. . �.� . 3NVl 30v„,, a 4,_ r AV8 .. Qa Alaillrillir.Hlnos ,r �. �J Isi .art NIOd �,.�-.,...�,.� 'b4` n n.l,v m mom.. (3L—N51L-LL 9/t 3S) 65 5[92 f N m $ ,, g a N o i s _ � z 8 M; a z ¢ rc o — ivJYi i �w '6mo ;5 moo m 8 'k 5gk1' 8 'd5 `y°o o<o o S— *Wirl;' K H_ _ �R '“ -<'z� s gaga t FS yav,uw <t 4e, - PORT LUDLOW BAY NORTH illEXISTING SHARED DOCK AND FLOAT , Govemme nt Meander Line�.� 56.05 �� AVERAGE SETBACK LINE (27+0=27/2)=13'-6" 6r• -�• IJ83°36'35'E "Al- I Outfallof6"PVC Drainage I EAST RESIDENCE 0'-0"FROM TOP OF BANK Nei°5/'—T Tightline-Located on bedrock! WEST RESIDENCE 27'-0"FROM TOP OF BANK inland from shoreline ! L. �� I i ,�,,��' till �// APPRO%.SHORELINE Y er 114 V (Ordinary High Tide line) zo g i ' k ' I�.�. m� o � r;::0,.. I � �'4 ' xwc M+ e"K` CS: fix` ��'yI I q ,;_ ' irr. hPe4vicus _. EXIST f 4 I ► Patio I /�^^ EXI . SIOENC , ,� r � - S #�Leyu FL5Tt • :) (3)Bedroom �' I6 1 Residence rl�bp- •"PVC Tightline - uE 2,518 SF � i l�II JI •I iwil ump f 1 �II� II�11! Ya` r0 . ONC.r'IVEWAY %I' ;� : Pervious wted '',,,.t.,∎∎ A C Courtyard 11-Ide 3 ' back • a _ 313 iL A i 1 �� 500 GAL. '^ iCl �tq�'L �■�` ended Propane I I r1rFPAN 4° o ZZZ 44r,A 7:11,07' SP�6 Water Meter 51de�r. -r-cb k 'f /d:< Electrical Transformer 10 Ever8reer1!'bckie.berry LOT6 • ° Phone Box 11°° DO�tLQ �O�P✓ { 5r10SAbev'r^u 1t a Ions � • 9,,: ., 00 F +plandto •RELIN 1 N t . p 10 Coat p SI� w vewa . i U 40 Plant Units der ,..;• 1 mi." u. Z , I . A� ewer Connection 27 plant Units 15 Plam Units� : / a P. < 5olordfer ►1 �♦ i 0°'.11 4,5"el,' 14 Rhododendron Units �y ,0 c Paci-FtG iZhododen6rain A e ��/ ocP� OWNERS: Delos and Judy Dunn 1XP �� �P�a 385 South Bay Lane �t.' «OP� 10�Ci-tk Roo e ckv�Art Ludlow„Wa 98365-8785 $ t QS\S ID SQ. &P ”:"o\'�� 1 *low belarcel#969 300 005 50 l!x17 Site Plan 1"=30'-0" PRINTED 1227013103133AM d t a I'„ gg i [ 7, Dunn New Residence J.MACK PEARL-ARCHITECT c 9 Y i 1 1� 393 South Bay Lane 75070 KOMEDAL ROAD 'II i - Port Ludlow,WA 98365-8785 BAINBRIDGE ISLAND,WA 98110 (206)842-8505 5eabold2Mmsn.corn - Donna Frostholm From: Donna Frostholm Sent: Wednesday, December 31, 2014 11:29 AM To: 'Delos' Subject: RE: Delos Dunn Hi Delos: Based on your response below, I should be able to issue the critical areas stewardship plan permit on Friday. I will be sending information with the permit about the critical areas notice to title and the mitigation performance bond. Once you have completed that paperwork and returned it to me,then the building permit can be issued. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County DCD From: Delos [mailto:delosd @live.com] Sent:Tuesday, December 30, 2014 4:24 PM To: Donna Frostholm Subject: RE: Delos Dunn Hi Donna, We think those are all excellent choices and are very happy to include them. No hurry but any idea on when you will be complete? Thank You, Delos Dunn 385 South Bay Lane Port Ludlow WA 98365 (360) 316-1055 From: Donna Frostholm [mailto:DFrostholm @co.jefferson.wa.us] Sent:Tuesday, December 30, 2014 3:22 PM To:Christy Christensen (C3) Cc: Delos Dunn Subject: RE: Delos Dunn Hi Delos: I am reviewing your application again. Please see the attached planting plan. I have specified plants for each planting area shown on the plan submitted by C3. Please let me know if you are okay with these plants. Regards, 1 Donna Frostholm Associate Planner/Weltand Specialist Jefferson County DCD From:Christy Christensen (C3) [mailto:christy@c3habitat.com] Sent:Wednesday, October 01, 2014 12:45 PM To: Donna Frostholm Cc: Delos Dunn Subject: Delos Dunn Hi Donna— I sent this last week but it appears it didn't get to you so here it is again. I have been having problems with my email so anything is possible.The new planting diagram shows a much different concept that I hope you like. We are planting over the required 1:1 ration for impervious versus mitigation area (3,025ftw) and on top of that, I have over 6,000 ft2 of plantable ground proposed. I wanted to give Mr. Dunn some flexibility on the street side of the house so that he could possibly have a small grass yard; and used cluster planting landscaping there. We are using the same plant list but the plant numbers have increased to 86 units. Do you want Mr. Dunn to resubmit a bond worksheet? Let me know if you need anything else. Please note my office contact number has changed. I had to dump my old provider due to terrible service. C v stJ ChrCstevtsev C3 HABITAT CORP. Ph: 360-434-5025 fax: 1-800-756-0996 2 Donna Frostholm From: Donna Frostholm Sent: Tuesday, December 30, 2014 3:23 PM To: 'Christy Christensen (C3)' Cc: Delos Dunn Subject: RE: Delos Dunn Attachments: planting plan.pdf Hi Delos: I am reviewing your application again. Please see the attached planting plan. I have specified plants for each planting area shown on the plan submitted by C3. Please let me know if you are okay with these plants. Regards, Donna Frostholm Associate Planner/Weltand Specialist Jefferson County DCD From:Christy Christensen (C3) [mailto:christy @c3habitat.com] Sent: Wednesday, October 01, 2014 12:45 PM To: Donna Frostholm Cc: Delos Dunn Subject: Delos Dunn Hi Donna—I sent this last week but it appears it didn't get to you so here it is again. I have been having problems with my email so anything is possible.The new planting diagram shows a much different concept that I hope you like. We are planting over the required 1:1 ration for impervious versus mitigation area (3,025ftw) and on top of that, I have over 6,000 ft2 of plantable ground proposed. I wanted to give Mr. Dunn some flexibility on the street side of the house so that he could possibly have a small grass yard; and used cluster planting landscaping there. We are using the same plant list but the plant numbers have increased to 86 units. Do you want Mr. Dunn to resubmit a bond worksheet? Let me know if you need anything else. Please note my office contact number has changed. I had to dump my old provider due to terrible service. cllr%st j chrCstewsev C3 HABITAT CORP. Ph: 360-434-5025 fax: 1-800-756-0996 1 JEFFERSON COUNTY l . -".,tip DEPARTMENT OF COMMUNITY y ,\� DEVELOPMENT ,•ii,r..'-" 621 Sheridan Street, Port Townsend, WA 98368 I Web:www.co.Jefferson.wa.usicommunitydevelopment Tel:360.379.4450 I Fax: 360.379.4451 I Email:dcde.co.iefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning January 2, 2015 DELOS W DUNN JUDI A DUNN 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 RE: SITE ADDRESS: 393 S BAY LN MLA#: MLA13-00161 Dear DELOS W DUNN: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, Donna Frostholm Department of Community Development Staff c: File JEFFERSON COUNTY 4� DEPARTMENT OF COMMUNITY I DEVELOPMENT •u,r,,;` 621 Sheridan Street, Port Townsend, WA 98368 I Web: www.co.iefferson.wa.us/communitvdevelopment Tel: 360.379.4450 I Fax: 360.379.4451 I Email:dcd a(�.co.iefferson.wa us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning January 2, 2015 Dear Reviewer, RE: MLA13-00161 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: Location: Comments must be received within fourteen (14) calendar days or by January 16, 2015. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at(360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, Donna Frostholm \\tidemark\data\forms\F_M LT_AppS ubstComplt.rpt 1/2/2015 Donna Frostholm From: Donna Frostholm Sent: Thursday, July 10, 2014 12:52 PM To: 'delosd @live.com' Cc: 'Christy Christensen (C3)' Subject: CASP13-00004 application Hi Delos: I am back from vacation (hope you are enjoying yours!) and have started reviewing your critical areas stewardship plan (CASP) for the new house. I had some questions about the CASP report that was submitted so I contacted Christy Christensen. My main concern is that the mitigation proposal does not appear to meet the CASP requirement for equal or greater protection of the critical area (1CC 18.22.461(4)), which in the case of your application would refer to the marine water. that Christy will be following up with you, and that she will then be getting back to me. You It is m understanding y g g Y Y g P should feel free to contact me if you have any questions, but I think Christy understands my concern about the mitigation proposal and the code section referenced above. Regards, Dawvut,Froatholm Associate PCannerfWet land Specialist Jefferson County 'Department of Community Deveoopment 621 Sheridan Street Port Townsend, Washington 98368 cffrosthoCmaco jefferson.wa.us 360.379.4466 Department of Community Development is open from 9:00 to noon and 1:00 to 4:30 Monday through Thursday;DCD is closed on Friday. All e-mails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 1 . 1 ; l I -, 01 UMfr -LN ciii fl --1 Habitat Corp. 1 J -'I I JEFFERSON COUNTY CRITICAL AREAS STEWARDSHIP PLAN of T OFCOMMUNIT oEVrioPP,9ENT t ear 5r 4 _ n K� ` i. i a I. Section 16 Township 28N Range OlE el MiervIous ^' c,.lith Ray Lane, Port Ludlow,WA-Jefferson County Washington Tax Parcel#969 300 005 2, '_1 S - n0abe L+ PREPARED FOR:lartve Delos&Judy Dunn 33 $ Z 385 South Bay Lane PORT LUDLOW,WASHINGTON 98365 PREPARED BY: v3 3q-2-- Christy Christensen i C3 Habitat Corp. CD -4' 10507 W Belfair Valley Road on I I C,()-t� �t/✓v Bremerton WA 98312 o. trn Vj� i Belfair Hwy#56-Belfair WA 98528 Phone 360.277 4354 Fax 800.756.0996 TABLE OF CONTENTS 1.0 PROJECT LOCATION 1 2.0 SITE DESCRIPTION 1 3.0 PROJECT DESCRIPTION 1 4.0 CRITICAL AREA REVIEW 2 4.1 Department of Natural Resources,Water Type Inventory 2 4.2 National Wetlands Inventory 2 4.3 Jefferson County Critical Area and Habitat Mapping 3 4.4 Critical Areas Identification,Onsite Review 4 4.5 Hydrologic Assessment 5 5.0 POTENTIAL IMPACTS OF PROPOSED DEVELOPMENT 5 6.0 CRITICAL AREA STEWARDSHIP PLAN MITIGATION ACTIONS 6 Goals of the Critical Area Buffer Enhancement 6 6.1 Critical Area Buffer Widths and Final Contours 8 6.2 Planting Plan 8 6.3 Performance Standards 11 Maintenance 11 Residential Best Management Practices 12 6.5 Monitoring Plan 12 6.4 Maintenance Plan 12 6.5 Contingency Plan 13 6.6 Financial Guarantees 13 7.0 SUMMARY 13 8.0 Photo Documentation 15 C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 Habitat Corp. CRITICAL AREA STEWARDSHIP PLAN Parcel number Acreage Owner S/T/R Proposed Use 969 300 005 .36 DUNN 16/28N/1E SFR PROPOSED SINGLE FAMILY RESIDENCE Jefferson County,Washington January, Z014 1.0 PROJECT LOCATION The project site is located adjacent to 385 South Bay Lane, Port Ludlow in Jefferson County,Washington. The parcel number is Tax ID#969 300 005, .36-acres and rectangular in shape. The subject parcel fronts the shoreline of Port Ludlow Bay on Ludlow Point along the northern property line. A single-family residence and garage is planned for the development. Because the project location is along a Fish and Wildlife Habitat Conservation Area (FWHCA), this Critical Area Stewardship Plan is required to proceed with permitting any landward or seaward construction within the prescriptive 150-foot buffer or conservancy area. 2.0 SITE DESCRIPTION The parcel is an undeveloped lot that shares an easement access to a dock located at address 385 South Bay Lane. The subject lot is currently dominated by landscaped lawn, small trees and shrubs. The parcel is rectangular in shape and is relatively flat until the top of bank where it abruptly descends to the shoreline.The parcel is accessed from South Bay Lane along the southern property line.The majority of the parcel is professionally landscaped consisting of mowed lawn and a mixture of native and ornamental plant species. The top of slope is dominated by invasive trailing blackberry, salal and sword fern. The property is adjacent, east and west, to single-family residences. South and across South Bay Lane is developed single-family residential. Located along and north of the property is Port Ludlow Bay which is nearly all developed with shoreline homes including Port Ludlow Marina. 3.0 PROJECT DESCRIPTION A proposed single family residence and attached garage with driveway is planned for the parcel. Total impervious area is approximately 2,770 square feet with approximately 3,765 square feet of pervious style stone patios, walkways and a pervious concrete driveway. The new residence is approximately r-i 30' by 60'with an 18'by 50'wing attached to a 24' by 36'garage. Approximately 1,100 square feet in 0 w C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP front of the proposed house will be converted from an invasive species dominated slope to native slope stabilizing vegetation while approximately 1,250 square feet of lawn will be converted to native shrubs and ground cover along the sides and back of the residence. Converting lawn and invasive dominated areas to native shrub and groundcover will provide a no net loss to function and value of the shoreline setback. An additional 1,800 square feet that is outside of regulated buffer will likely be landscaped with either lawn or lawn and native trees and shrubs. This area outside of regulated buffer is not under the conditions of this CASP. 4.0 CRITICAL AREA REVIEW 4.1 Department of Natural Resources, Water Type Inventory The Department of Natural Resources (Water Type Inventory) Forest Practices Activities Resource Services(FPARS)indicates no streams in the vicinity of the project. DNR F.P.A.R.S. MAP },J �I N s v...<$•..ad • �J R 1915001 /'— �` :1115004 ,. y M 4.2 National Wetlands Inventory The U.S. Fish and Wildlife Service, National Wetlands Inventory(NWI)identifies no landward wetlands in the project vicinity. The nearest landward inventoried wetland is 0.45-miles to the south of the subject property. The NWI identifies an estuarine and marine wetland along the shoreline and deep water portion of Port Ludlow Bay. The system is identified by the NWI classification code of E2USN (E — CNI Estuarine, 2—Intertidal, US—Unconsolidated Shore and N—Regularly Flooded). The mapped E2USN is a. C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN GASP' not necessarily presented as a wetland but rather an indication of the likely potential for there to be wetlands and deepwater habitats dominated by plants that grow principally on or below the surface of the water for most of the growing season in most years. Additionally, Port Ludlow Bay is classified as E1UBL(E—Estuarine, 1—Subtidal, UB—Unconsolidated Bottom and L—Subtidal)which is considered to be a deepwater habitat.There are no estuarine wetlands in front of the subject parcel. National Wetlands Inventory Map y t : }�.1 "1!1 tr .6 r •�` t• _. 11r• r h sx pk. -' + I f y' r E2U5N ." vt w..: " ... A1fyd.y 0. ( / { RYA 4 •Y • rNLr41t'y _ '1 , / , ..\ '. r" ANA 41"1...,1:e": r_ ...- „ , , , r \ 531 4.3 Jefferson County Critical Area and Habitat Mapping The Jefferson County Fish and Wildlife Habitat map lists estuarine aquatic habitat and Pacific sand lance within three tenths of one mile of the subject parcel. None of the above habitat brings regulated buffer or zones onto the subject parcel.The Jefferson County interactive critical area mapping available online lists the following features within three tenths of one mile: Suburban shoreline zoning and a large estuary wetland to the south of the subject property. M an ra a. C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN GASP] November,2013 Jefferson County Habitat Map ■ �r T 5 ac7-,' f ' _ s"AwDtAe HARTAT MLA� ! A \ - 1k- h i -i I 1 ` '. Six MAD RAARAT AAA / i, r Y e ///' LJ Leii wnuu o v 1 , I. V 1 I I I AD i I 3S I Jefferson County Critical Area(jMAP) ue ; < l 1 44; ✓%°°°°� Legend 4tc. , rm' S.Nckd F.a4w.3 Tone `^" * cwmr Sea JC Rosh Parcels-M Id 9Mntlrr*arc* tt .''......ri..•... Ir/ caw rwa.n i 9694}.r,I i '""' %%LLVU /, l w694000:0■ X9606,\ .... r -";.--, `9._'9hI oon_1.000,�i 9% tisea3%oe Jr Ii !'%wao103 wl %GYmu,. ...%vwarw �'/ w�••a 5eYa0U]2 %9JC(A•0 Carwaww �� ;(_ �vaW!alOh wYa9Yra! 4694.001e 'eF 9093C90., h946079 82I,€3OD* ..vNOm ^/ 9aa 0 %94CW'F 969400030 shor.IW3Yb19Sonc 4 9694110'8�` '"“C""' J9694YA'! \ • Marna \969M00011 966, •.0^ 5696%07 969400103 .%Wrt94•9 WSgo000e C V694o00N 9b940%'. 966700,04 �� Qhr v ib1P% 9666p0%q 9611710`44 966,94.1, •••-6 �u�1_.v,•9 6Y en•, s r*noam3 ••o, 66%co T%r - ' 966t0o'.os - 61•'63[% ./ r.r,a wawa `96%[0004 as6eo%0 30094. I� %96.0' • %9400 . 1 w ww,w Mau Y69lDYA1. 0 1 y6e,m�,.9rd,,o••tl c .ff,c„„,9r Dr -o i00.o]66!80 ?.�"1 fit /',i MP Mon...waa.a..... ...500'0 9We0WII •--. 96ar%3H 6] 63021116+':0':e 0f"6)0•! w• brnannaca Soar. w950Wl1 69%001'! wwxrl0, Ya9400W3 96680.% ,,V,0.29 1 I i..s.CAS 969/' 1 0-%r---7 S.nwweru Nerrr.a LFAFisn . Wetland. 1.4 Critical Areas Identification, Onsite Review Port Ludlow Bay is considered a Fish and Wildlife Habitat Conservation Area (FWHCA) due to the use or observed species that are considered Endangered, Threatened, or Sensitive by State and Federal °' on ,o a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASPI government. The likely species that inhabit or use Port Ludlow Bay are the following: Steller Sea Lion, Threatened; Chinook salmon, Threatened; Summer Chum Salmon, Threatened; and Steelhead and Bull Trout near river mouths. Landward species that are indicative of shoreline habitats include but not limited to: Bald Eagle, Priority Species; Great Blue Heron, Priority Species, Wood Ducks, Threatened; Pileated Woodpecker,Candidate. Although it is likely that the sea-bearing species listed above utilize the waters of Port Ludlow Bay, no landward endangered, threatened or priority species are documented within three tenths of one mile from the project site. Most of the upland nesting species listed above requires older growth tree stands to support their habitat whereas this portion of Port Ludlow Bay is highly developed and lacks old growth forest adjacent to the shoreline near the subject parcel. No wetlands,streams or avian species nests were observed onsite. 4.5 Hydrologic Assessment Surface water mainly drains toward the shoreline throughout Ludlow Point. Onsite,surface water drains mainly north and slightly northwest. . vdroloeical Flow Pattern Illustration•4 ° 4 4 ♦ V 4 ` 4. y y ,. a eP.6 ° n Z _ ,. . • i 1a 9 ai A-•e • a y a I •■ • ae s ' ` . .. a . ' E4 ii4 i4 1. .� a i . ,a ya . f A.A. y 9 ", AC i 4 '.7 i 9. E - 12> .4 X ,i icy } i s S. tif rya 3 UPS _ A 4 x A- 4, .3- ` s a a a _R r , y 6 y,, a- . a. ai v _ 52 y 1 " _ i 5.0 POTENTIAL IMPACTS OF PROPOSED DEVELOPMENT There are some key impacts to shoreline environments by allowing residential development to occur along waterways — some are avoidable. The creation of a single family residence along a shoreline typically triggers the following impacts: Ll� on It a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP 1. Shoreline dwellers typically want a private dock In the case of this project, there already is a shared dock with the neighboring property to the west via easement. 2. Shoreill No shoreline armoring is planned with this project. The parcel sits on a high bank that is bedrock or concreted soil.There is no need for a bulkhead. Native plants will be installed along the steep slope in front of the house to add to slope stability. 3. The developed site will utilize pervious material whenever possible and will build a dwelling small in size compared to adjacent properties. The new dwelling is only 2,600 square feet in size. Rooftop runoff will be mitigated using current stormwater management design. Although impervious area will be created, equally, the applicant is converting a large area of mowed lawn and invasive species area to native shrubs and groundcover. Offsetting impervious area with lush native vegetation area provides a no net loss to the function and value of the existing habitat; specifically,the existing habitat structure on this parcel is highly disturbed due to the majority of the parcel being mowed lawn.There is very little to no habitat value in mowed lawn. 6.0 CRITICAL AREA STEWARDSHIP PLAN MITIGATION ACTIONS According to Jefferson County Code(18.22.480)for the Critical Area Stewardship Plan requirements,the primary overall goal "...is to maintain or enhance the existing functions and values of the associated watershed while addressing the needs and desires of the property owner." To address impacts associated with the construction of a single-family residence,the site will be planted with native species such as Pacific rhododendron, Sea-thrift, Kinnikinnick and Bunchberry to enhance the critical area buffer. Several new planting areas totaling 2,350 square feet will be added to the existing buffer. Because the new planting area consists of mowed lawn or are dominated by invasive species, these native plant species will increase the habitat value of the critical area buffer. In addition to vegetation diversity enhancement, pervious style surfaces will be used wherever possible for patios, walkways and the driveway. Goals of the Critical Area Buffer Enhancement The primary goal of enhancing the critical area buffer is to create a more protective buffer and higher quality habitat for a variety of species that utilize the shoreline and upland area. Plants were selected to suit the current site's ecosystem and to handle salt spray when planting near the shoreline. The following are a list of species and their specific habitat value: Sea-thrift(Armeria maritime)—This herb grows to approximately 18" in height and is well suited for full sun. This species is well suited for coastal areas and provides good wildlife habitat. The flowers attract painted lady butterflies. The mat-like vegetation provides shelter for many invertebrates such as the slug-eating ground beetle. Deer are also known to browse the foliage. Kinnikinnick (Arctostaphylos uva-ursi) —This groundcover shrub can grow up to 8" in height and can grow very dense. The species is considered hardy and can handle full sun and dry conditions. This species is well suited for coastal shorelines and also provides great wildlife habitat. The berries are consumed by ruffed grouse, band-tailed pigeons, evening grosbeaks, sparrows, and other ground m a. C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP feeding birds. The flowers attract bees and brown elfin butterflies. The berries are browsed by bears, foxes and coyotes while the twigs are browsed by deer. The berries persist into winter. Bunchberry(Cornus unalaschkensis)—This herb can grow up to 10" in height and prefers partial sun to shade. This species does not tolerate saltwater areas and will be planted in the existing native areas to add to the lack of groundcover. Pacific Rhododendron (Rhododendron macrophyllum) —This shrub can grow up to 26' in height and can tolerate full sun to partial shade. This species provides nectar for butterflies and thickets for shelter. Songbirds are known to nest in large specimens. Bumblebees and swallowtail butterflies are attracted to the flower. Deer will eat the flowers and flower buds. This species is not known for tolerating shoreline environments but is can be hardy enough to handle minor amounts of salt spray. Planting areas will focus away from the seaward side of the residence and placed alongside or behind the house. PACIFIC RHODODENDRON 4114 de a ire r'''Q' BUNCHBERRY c6 n. C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN GASP] November,2013 ' :0, �. ' :44111:441, - fit-.,,,,.•.:".° if 4 `1; KINNIKINNICK 7 \ '! v i4 Iv iikil A. , 7„,s a Ap,, SEA-THRIFT . I 6.1 Critical Area Buffer Widths and Final Contours The regulated critical area buffer for Port Ludlow Bay is 15-feet from the Ordinary High Water Mark. (O.H.W.M.). This is called the Fish and Wildlife Habitat Conservation Area (FWHCA). There is no alternative for avoiding the regulated buffer due to the small size of this parcel. Home placement adhered to view-line corridors and top of slope setbacks. There are approximately 50 feet between the dwelling and ordinary high water mark. The house was designed small to lessen buffer impacts and lessen total impervious area. No extensive grading will occur other than digging for the foundation and house footings. 6.2 Planting Plan Since the dominant landscape of the regulated buffer is mowed lawn, new planting areas will be established using a moderate to high density formula (4'-6' on center). The recommended plants have been chosen specific to the sites conditions as well as aesthetical value for the homeowners. Once the site development has completed, vegetation will be planted immediately or during the first optimal planting period following construction completion. Each plant will be flagged and numbered for monitoring purposes. Optimal planting is recommended between October 15th and March 15th, as recommended by the Washington State Native Plant Society. Plants should be installed 4 foot on center randomly throughout the planting zone. Earthwork and soil preparation usually happen during the dry season—May or June through September or October, depending on the year. Usually, earthwork is performed by the general contractor/equipment operator with backhoes that are already onsite for the proposed construction. This will likely occur when the foundation is excavated. The homeowners are currently using a CO professional landscaping company for their site improvements and should use the same or similar on company to install the plants. a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP Individual plant pots should be first laid out in the prescribed planting zones following 4 foot on center spacing. Each hole should be dug according to the specific species specifications. Mulch material (approximately 3")can be added to the surface around each plant to aid growth success. Jute matting is recommended to facilitate plants rooting on the steep slope. This is important in areas where invasive species are removed and bare earth is exposed. If someone other than a landscape professional will be planting the required material,a project biologist should be onsite during installation. The project biologist will confirm that the plant materials are of proper quality, quantity and placed in the correct location. Once all of the planted material has been installed, an as-built drawing showing actual plant locations or if any substitute species were used due to availability issues; shall be prepared by the project biologist. A letter report usually accompanies the drawing summarizing the installation event. Performance monitoring will begin following the first growing season post installation. Any plant substitutions need to be approved by Jefferson County and be native to Washington State — no non-native ornamental plant varieties are allowed in regulated shoreline buffer. Based on 4'-6'on center spacing, a minimum 70 plants are recommended throughout the planting areas which can be increased at the homeowner's discretion for landscaping purposes. Additionally, an area approximately 1,800 ft' located outside of regulated buffer can be landscaped with lawn, shrubs and trees. Required Plants - „, „>:,, 'entific• 1 Common Container Spacing Average Name Size On center rice. t0 Armeria maritima Sea-thrift 4"pot 4' $4.00 Arctostaphylos uva-ursi Kinnikinnick 1 gal 4' $8.00 Cornus unalaschkensis Bunchberry 4"pot 4' $4.00 Km. Rhododendron macrophyllum Pacific 1 gal 6'-8' $7.00 rhododendron Optional replacement species or additions Quantity Common., Container Emig optional Fragaria chiloensis Coastal 4" pot 2' $2.50 Strawberry Gaultheria shallon Sala! 1 gal 4' $3.50 Polystichum munitum Sword fern 1 gal 4' $6.00 Sambucus racemosa Red Elderberry 1 gal 6' $5.00 CP a.v m m C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN CASPI 1 dvre111.6 ci`,,.s ' ' a',; PLANTING AREA SCHEMATIC I - -- APPPDX.SHORELINE i m TOP OF 15'BANK I c) J c rl 1 —11\111\14)1 in Patio_Iv III ' I 110011INX � AAV (3) Bedroom .fii I ,4,,b ResidenceAf 4: 41":I �AAA lb' . me IRi I II . <i Courtyard I litt41 ' • •! Y •'''' �"' 1 Gara• -41 Of �, 4�♦ ° ' �� 2oa s of ' %�JQ Vegetation / ,' hf7. La"�ark Lan dscaPe Area , -' f� , t_:t>e a'Ian*Q atcomers ' �a�/1*" , l :screbon 11.800 sq ft) ' Pervious �be4 rlo:appilcaI e x ReFuired /) , Driveway fir` Flarr;Flan. l Enhancement Planui y Areas ` , Totaling 2,350 sp if See eetailed Planting sbc-attached. r"1 bq rs a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN GASP' 6.3 Performance Standards An as-built plan will be prepared once the installation of plant materials is complete. The as-built plan shall meet criteria outlined in Jefferson County Code 18.22.510 with the following information: 1. A contour map describing final contours if grading is required; 2. A quantitative description of the vegetation planted; 3. Establishment of two or more permanent photo documentation stations with established bearings and monuments to ensure that the subsequent photographs depict the same landscape for comparative purposes;and 4. Additional photographic documentation is encouraged. The primary goals of the planting enhancement plan are to improve the critical area buffer habitat to offset impacts for allowing a permitted single family residence. New planting areas totaling 2,350 square feet including supplemental planting in existing native areas is planned. These measures will enhance the buffer above its current condition and preserve hydrology, water quality and habitat in and around the site. These goals will be met by utilizing best management practices during the construction period. This is done so that minimal impacts occur in the critical areas during the planting in the enhanced buffers to help increase the success rate for healthy, vigorous vegetation. Ultimately, by the fifth year following implementation of the plantings, the enhanced buffer should meet these performance standards. • Minimum of 80 percent average native vegetative cover of herbs and shrubs throughout the mitigation areas by the end of the five year monitoring period. • One hundred percent survival of planted herbs and shrubs at the end of the first year; Supplemental planting may be necessary if ground conditions are not suitable for the selected species. Supplements need to be approved by Jefferson County. • Eighty percent survival of planted herbs and shrubs at the end of years 2, 3, 4 and 5 of the monitoring period. Survival rate is established as a goal and may be adjusted where natural regeneration,growth,and colonization has resulted in minimum plant cover. • If monitoring requirements are met at the end of the third year, monitoring in year 4 will not be required. • Less than ten percent cover within the designated mitigation area by invasive weedy species at the end of each growing season (during the five-year monitoring period) will be monitored. If invasive species cover more than 10 percent cover, a contingency plan will be developed. LID a- a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN GASP] November,2013 Residential Best Management Practices Once the site has settled,the replanted buffer shall be left untouched and retained forever in its natural condition. Any use of this area that will impair or interfere with the environmental value will be prevented. With the exception of enhancing the buffer area, this area will be preserved and protected from secondary impacts indicative of normal use of the property. Measures to ensure this level of protection within the buffer area include the prohibited uses listed below post planting: • Construction of buildings within the buffers. • Dumping or placing soil or other substance or material as landfill or dumping or placing of trash,waste or unsightly or offensive materials. • Removing or destroying trees,shrubs or other vegetation. • Excavating, dredging or removing loam, peat,gravel, soil, rock or other material substances such as wood in such a manner to affect the surface. • Surface use, except for purposes that permit the land or water area to remain predominantly in its natural condition. • Activities detrimental to drainage,flood control,water conservation,erosion control,soil conservation,or fish and wildlife habitat preservation. 6.5 Monitoring Plan Jefferson County may request a monitoring plan to be implemented during installation and over a period of time. It is recommended at a minimum that two photo points be established to provide Jefferson County officials photographic evidence of successful survival standards. A project biologist should be onsite during installation to ensure proper methods are being used. The project biologist can periodically check on the status of planted vegetation during the monitoring period and provide letters to the county addressing project status. If Jefferson County requires a more rigorous monitoring plan, the plan should be executed as follows: The enhanced planting areas will be monitored yearly over a five year period. Standard monitoring periods will be conducted in Years 1, 2,3,4 and 5 of the monitoring event. Monitoring will be conducted using the techniques and procedures described below to quantify the survival, relative health, and growth of plant material. A monitoring report submitted at the end of the year of each monitoring year will describe and quantify the status of the mitigation at that time. Vegetation monitoring consists of two (2) tasks. The first is an inspection of planted material to determine overall health and vigor. Survival of all planted material will be quantified during each monitoring event. The second task will be the sampling of the plant community to determine that adequate vegetative coverage is developing. Photo stations should be set up along different portions of the buffer to visually document the overall appearance of the restored and enhanced areas. Visual observation of all wildlife species observed during the monitoring should be recorded. 6.4 Maintenance Plan The Maintenance Plan will ensure that the installed plants survive and meet the performance standards N within the five year monitoring period. Maintenance includes watering as needed during the dry season. bn a. C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP If the plants are installed during the dry season of the installation year, a temporary irrigation system may be necessary. Removal of all non-native, invasive, and noxious vegetation will be conducted yearly. All removal of vegetation is to be conducted by hand without the use of pesticides or chemicals. All debris will be removed from the site and disposed of in an approved landfill. Volunteer native shrub and tree species will not be removed and will be included as part of the enhancement plan. 6.5 Contingency Plan If the monitoring results indicate that any of the performance standards are not being met, it may be necessary to implement a Contingency Plan. A common maintenance problem is when planted material does not survive the first year.To account for this common failure, it is recommended that an additional 20 percent of plant materials be planted at the time of the initial installation. This is a recommendation not a requirement to avoid failure of the 1st year of monitoring. This would increase the plant quantity from 70 to 84 individual plants if the property owner wishes to add for greater success rates. Careful attention to maintenance is essential to ensure that problems do not arise. Should any part of the site fail to meet the success criteria, a Contingency Plan will be developed and implemented with the lead regulatory agency. Such plans are prepared on a case-by-case basis to reflect the failed mitigation characteristics such as irrigation problems or failure to thrive. Waiver Per Jefferson County Code 18.22.550, the administrator may waive portions of a CASP if, in his/her opinion, critical area functions and values will not be adversely affected by the proposed activity. An approved CASP must be recorded on the property deed and must remain in effect unless replaced by a new or updated CASP approved by the county. 6.6 Financial Guarantees An Excel spreadsheet provided by Jefferson County is attached to this report. The document is a bond worksheet and should be used for consideration of any financial guarantees related to this project. 7.0 SUMMARY Site development proposed for this tax parcel includes the construction of a single family residence with garage(attached via dwelling wing). Total impervious surface area created by structures is 3,532 square feet. Mitigation for loss of pervious area will be implemented by planting 2,350 square feet within the regulated buffer and at least 1,800 additional square feet outside of the regulated buffer. All areas around the residence will be native vegetation with no lawn in the regulated buffer. Lawn is allowed outside of the regulated buffer inside the 1,800 square foot area if the owner chooses to install it. The applicants have minimized the size of the house to a very small footprint and will be using pervious concrete for the driveway;the patio space and walkways will also be made of pervious surface material such as pervious concrete or using a stone design that allows for water to perk at the edges of each stone or flagstone design. No bulkhead is planned and the property already has a shared easement to access the dock found at the property to the west. Cr) a, nn a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP The parcel is currently dominated by mowed lawn that is providing little to no habitat value - by replacing as much area outside of the structures with native vegetation, it will provide a net gain to habitat value and function. Vegetation has been carefully selected based on wildlife and site conditions specific to the site's proximity in the watershed. Additionally, a majority of the seaward top of bank is dominated by non-native or invasive species. These species will be replaced with native and slope stabilizing vegetation. All of the selected plants accommodate a wide range of fauna such as insects, birds and mammals. Water that typically sheet fed through the mowed lawn area to the shoreline environment will be more purified than its current status. Overall water quantity will be improved and velocity will be reduced. With all of the elements proposed in this Critical Area Stewardship Plan, this property will end up with a higher functioning FWHCA buffer than its current condition. Success of the CASP is reliant on best management practices and the performance standards outlined in this report. We trust plan meets or exceeds the standards outlined in Jefferson County Code 18.22.460 - Critical Area Stewardship Plans(CASPs). Respectfully submitted by: hristy"ristensen Senior Biologist C3 Habitat Corp. r-1 ca C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN GASP] November, 2013 5: 9 st'r. 1 8.0 Photo Documentation This photo illustrates the property dominated by lawn. trr . 1 tThis area will remain ,,. °«' ' ` native except for invasive ' species removal. Removed vegetation will be replaced with native. - sill 00 . C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP This photo is taken from beach in front of parcel showing bedrock and shared dock pilings. VAer4 vy 1,. A° 1 A 4 „ t EP .1.. 2,.... Y 1. .I � e.� rry .- f" S ,A j ioz i 1 r, i. '.i 1 c° �1 - sue" f 3` Ili i ' ..- y 1 — � y - • . .. ,. . . 1 1 W 1.._4 t, m a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 [DUNN CASP) November, 2013 This photo is taken of the slope face along the northern property line. •rip •" t � 'I , rte - .k {.S b 4: Y, pV \ \ X. • T ^• N ', , J� l) N c t4 C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 DUNN CASP Photo showing good native vegetation near the base of slope. • _ ,. } Y 'fir A r`, L . •I A`yer•~,E `c.. t CO 1) b on a C3 Habitat Corp. NE 3530 Old Belfair Hwy#56-Belfair WA 98528 Phone 360.277.4354 Fax 800.756.0996 u1) 1CIELIVE NOV 2 7 2C13 J JEFFERSON COUNTY 4SON co __DEPT OF COMMUNITY DEVELOPMENT �. ' 6- JEFFERSON COUNTY W A DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street•Port Townsend•Washington 98368 "<h-7-1:,* 360/379-4450 — 360/379-4451 Fax IS'IlrINCI CRITICAL AREAS BOND QUANTITY WORKSHEET PROJECT NAME: DUNN CASP APPLICANT: Delos and Judy Dunn MLA NUMBER: CSP NUMBER: PREPARED BY: C3 Habitat Corp DATE: 12/2011 PLANT MATERIAL I Quantity I Price I Unit I Total Cost Vegetation Trees $ 7.00 1 gallon $ - Trees $ 15.00 2 gallon $ - Shrubs 30 $ 6.00 1 gallon $ 180.00 Shrubs $ 14.00 2 gallon $ - Herbaceous $ 3.00 4" pots $ - Herbaceous 40 $ 6.00 1 gallon $ 240.00 Grasses $ 1.25 plug $ - Sedges&Rushes $ 1.25 plug $ - Ferns $ 5.00 1 gallon $ - Seed Mixes $ 25.00 pound $ - Other(list): $ - $ - Other(list): $ - $ - Other(list): $ - $ - Soil Amendments Fertilizer $ 20.00 cubic yard $ - Mulch $ 17.00 cubic yard $ - Topsoil $ 36.00 cubic yard $ - Other(list): $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 71.00 hour $ - Subtotal-Plant Material $ 420.00 Page 1 CRITICAL AREAS BOND QUANTITY WORKSHEET SITE PREPARATION Quantity Price Unit Total Cost Clear and grub $ 1,850.00 acre $ - Excavation,dozer $ 9.75 cubic yard $ - Grading $ 0.11 square foot $ Other(list): $ - $ - Other(list): $ - $ - Labor $ 71.00 hour $ - Subtotal-Site Preparation $ - HABITAT FEATURES Quantity Price Unit Total Cost Logs $ - $ - Root Wads $ - $ - Woody Debris $ - $ - Rocks $ 26.25 ton $ - Clean Gravel $ - $ - Snags $ - $ - Weir $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 71.00 hour $ - Subtotal-Habitat Features $ - EROSION CONTROL Quantity Price Unit Total Cost Silt fence $ 30.00 linear foot $ Jute matting/Organic fibers $ 1.68 square yard $ - Mulch $ 41.25 cubic yard $ - Rip rap $ 63.75 cubic yard $ - Straw bales $ 3.00 linear foot $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 71.00 hour $ - Subtotal-Erosion Control $ - FENCING Quantity Price Unit Total Cost Fencing,chain link,6'high $ 35.25 linear foot $ - Fencing,split rail,3'high $ - $ - Fencing,gate(s) $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 71.00 hour $ - Subtotal-Fencing $ - Page 2 CRITICAL AREAS BOND QUANTITY WORKSHEET MONITORING/MAINTENANCE Quantity Price Unit Total Cost As-built Report 4 $ 71.00 hour $ 284.00 Year 1 Monitoring Report 6 $ 71.00 hour $ 426.00 Year 2 Monitoring Report 6 $ 71.00 hour $ 426.00 Year 3 Monitoring Report 6 $ 71.00 hour $ 426.00 Year 4 Monitoring Report 6 $ 71.00 hour $ 426.00 Year 5 Monitoring Report 6 $ 71.00 hour $ 426.00 Hydroseeding $ 0.44 square foot $ - Irrigation-temporary $ - $ - Irrigation-water truck 0 $ 385.00 day $ - Irrigation-other(specify) $ - $ - Year 1 Maintenance Site Visit 6 $ 71.00 hour $ 426.00 Year 2 Maintenance Site Visit 6 $ 71.00 hour $ 426.00 Year 3 Maintenance Site Visit 6 n $ 71.00 hour $ 426.00 Year 4 Maintenance Site Visit 6 $ 71.00 hour $ 426.00 Year 5 Maintenance Site Visit 6 $ 71.00 hour $ 426.00 Other(list): $ - $ - Other(list): n $ - $ - Labor $ 71.00 hour $ - Subtotal-Monitoring/Maintenance $ 4,544.00 OTHER ITEMS Quantity Price Unit Total Cost List: $ - $ - List: $ - $ List: $ - $ - List: $ - $ - List: $ - $ - List: ' $ - $ - Labor $ 71.00 hour $ - Subtotal-Other Items $ - Subtotal-All Items $ 4,964.00 20%Contingency&Mobilization $ 992.80 TOTAL BOND AMOUNT $ 5,956.80 Page 3 Map Output Page 1 of 1 . dite:2116°ArcIMS HTML Viewer Ma. vili lok.T1 7 ,. 1 _. it * marroi ■ . ... . Lege nd Selected Features i I JC_Roads 4011 ' . 1 Parcels-1i .u1C4"x. �� 2011 Aerial Photos 969✓VO'-3 ti V4 ..r.._ i ... wPuvrA02 ' `"- _ %93{X.CtYd + ,< %axc»-J _ • lo 1 4A -+ il e�••s:vxw 1w...:_.e: 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. Sat Jun 28 08:37:40 +014 http://g i s server/servlet/com.e sri.e srimap.E s ri map?S ervic eName=o vmap&C lient V ersi o n=4.... 6/28/2014 Jefferson County D C D Invoice No. 13-213 • 621 Sheridan Street �-� Port Townsend, WA 98368 (360) 379-4450 fax (360)379-4451 INVOICE Customer Name Delos Dunn Date 12/24/2013 Address 385 South Bay Lane MLA# City Port Ludlow WA 98365 MLA# Phone Case# CSP13-00004 Qty Description Unit Price TOTAL 1 Critical Area Stewardship Plan (CASP) Fee $532.00 $532.00 CS P 13-00004 Please Mail to: 621 Sheridan St, Port Townsend, WA 98368 Please Make Payable to: Jefferson County US DOLLARS SubTotal $532.00 Payment Details O Cash O Check O Outstanding TOTAL L $532.00 Name US DOLLARS Check# ,Office Use Only Receipt# Department of Community Development C� y , ? E •°'EH S 5 E Y X . ` i Pte• •r ° E N z O -o M Gmi ~ ._.. 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'earl — Architect A � `! § DU N\ RESIDE Lh J . 1 s g q WEST LUDLOW POINT ROAD 15070 Yomedal Road AL PORT LUDLOW, WA 98365 Bainbridge 50698110 R R 1N3Wd013A30 ALI■(1WW00 3O ld30 ,..oWa x31331 A1N(100----. PR L �A 1 ._0 a a NORTH - , PORT LUDLOW BAY -- EXISTING SHARED DOCK AND FLOAT I Governmen�Meander L - -5 _�- ' " AVERAGE SETBACK LINE (27+0=27/2) = 13'-6" A -�` N83°36'35"E 3j- �E • I Outfall of 6" PVC Drainage EAST RESIDENCE 0'-0" FROM TOP OF BANK ��6l�,3 I Tightline- Located on bedrock I WEST RESIDENCE 27'-0" FROM TOP OF BANK r.- >h inland from shoreline i L ■rJ `iI ! APPROX. SHORELINE is r\o:g �I'I1 (Ordinary High Tide line) i 1) \\1 v C PM, ,�• -O O' , N ij TOP OF i5,8gNK . / ii*111/411110:00, Allb 1, "..I Pi f) °' Geotech Setback to Foundation o to A. „,„, _ •' !L w EXIST. RESIDENCE r- in X1111,113-rvious; I it V r Patio 41111 IST. R'SIDENC j�►����!1��r_ mT n � (3) Bedroom . j 20' e l. j i Residence ; `' d. --� 5 a I 2 518 S F �, 1 Ai � I7 =fl 6 PVC Tightline 2 , E ,��. ��a . .T I 0-11 ��� A 1t44/„.4, II Heat pump coo I a`) -- - ��_ 1 I ., �DI15' ? 3i ' ��� Iti r I X 41• ; , I ,,, _ I�1f J 5' - 0" ' ONC. A RIVEWAY 21 - 7 i ! Pervious. x 1 ;PPP"- ! Courtyard 5ideyard Setback 0 313 L 1 i, 1$ 500 GAL. 11L6 . 1 it,,, w,-P ti,,�' Buried Propan �' N -==°� /1 ' �r I Tank / /500 GAL. A IL . 4 11l�S, BURIED PROPANE I ������iI - co b co w�l TANK ��g/��,I' IAN 5 �,o N El . 30l I� 804SF/!� 10 - o' O�y� •.. °' 2i Off ;° i5' _ 0" iIl� ' Water Meter Side and Setback A / � Electrical Transformer ;-.• Phone Box LOT6 ;4, 66 Pervious °°g 9�� •, 00 SF upland to RELINE • M /o Driveway .�y U 5-0 - I 41111100k/1 Sewer Connection - �` 1 '�(DO„s z 0. . ,.`3"'.,?< 5-3,;:. )I,52_A z �o, \,Q' 1 27, = ' 1521 re U 0. 5�� GO' t9 G 1 1 -. 1160,Altrir 40, �� �oP�"G OWN p5p / i igh ,.-.1. 9 �a.. )6,b,P� o�'��P� 3 -8785 te a- -o�� P Parcel # 969 300 005 O11x17 Site Plan 1” = 30'-0" PRINTED 11/26/201311:32:26 AM r,' io ri a m a Dunn New Residence J. MACK PEARL - ARCHITECT 11 > 'N �, a g a 15070 KOMEDAL ROAD w ;° > 393 South Bay Lane o R BAINBRIDGE 05 ISLAND, WA 98110 O ca Port Ludlow,WA 98365-8785 (206)842-8505 Seabold2 @msn.com ��`.SON co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.waus/communitydevelopment 4- Tel:360.379.4450 I Fax:360.379,4451 I Email:dcd @co.iefferson.wa.us IfiNG Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center December 24, 2013 DELOS W DUNN JUDI A DUNN 385 SOUTH BAY LN PORT LUDLOW WA 98365-8785 RE: SITE ADDRESS: 393 S BAY LN CASE#: MLA13-00161 Dear DELOS W DUNN: 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 provide this office engineered plans for the proposed stormwater tightline to the beach per the Geotech Report. Please submit the above information to the Department of Community Development by March 24, 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, 46(A,U st. __ 34-9 . ` -`-((- Department of Community Development Staff c: File \\tidemark\data\forms\F_MLT_Addl nfo_Requst.rpt 12/24/2013 Screen: 01 REAL PROPERTY MASTER Mode : INQUIRY Auto Roll : OFF Parcel # 000969300005 Geo Cd 282116307231 LUDLOW POINT TRACTS Nbhd Cd 3345 7 Loc ID * Taxpayer Cd DUNN 0385 DUNN, DELOS W T/P Chg Dt 4/17/2003 * Title Owner T/P Chg Usr JODI Tax Code 0231 Status TX TAXABLE Land Use 9100 VACANT LAND Affidavit 97020 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer DUNN0385 DELOS W DUNN JUDI A DUNN 385 S BAY LN PORT LUDLOW WA 98365-8785 Search Key CMD 6: End Window CMD 7 : End of Job iv\ LPIG — ice ( CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 969300005 Printed: December 20, 2013 Cases Name Review Type Status Planner ADR13-00051 DUNN p Application Received: 10/9/2013 Permit Issued/Case closed: Case Finaled: 10/17/2013 NEW ADDRESS No findings, conditions, or permissions found. PRJ13-00255 DUNN p Application Received: 12/20/2013 Permit Issued/Case closed: Case Finaled: NSFR w/attached garage and shop, no plumbing No findings, conditions, or permissions found. BLD04-00510 MLA04-00477 DUNN I F M FARFAN Application Received: 8/3/2004 Permit Issued/Case closed: 8/30/2004 Case Finaled: 11/10/2004 RAMP AND FLOAT-NEW 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 16, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code(UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: suburban shoreline designation; purple martin; high risk SIPZ. 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) The parcel is located within a High Risk SIPZ(seawater intrusion protection zone)according to the County GIS map. There are mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 4.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 5.) Boats that are occupied shall not be permitted to moor at the facility longer than (3)days unless pump-out facilities are available in the immediate vicinity. 6.) The design, location, and construction of the dock facility as well as its subsequent use shall avoid adverse effects on fish, shellfish,wildlife, marine vegetation,water quality, and geohydraulic processes. Construction methods shall minimize the use of materials hazardous to the environment. 7.) All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fisheries and Wildlife. The use of other suitable materials, such as steel or high strength plastic is encouraged. 8.) The facility shall be designed and constructed to minimize hazards to users and to be capable of withstanding the historic extremes of wind, wave, and tides at their location. 9.) Railings, if provided, shall be of clear or open framework design and conform to the Uniform Building Code where required. 10.) Utility service on the facility shall be placed on or under the deck. Overhead utility service is prohibited. 11.) Lighting shall be shielded to prevent unnecessary glare off-site and to minimize hazards to navigation 12.) The structure shall be marked as necessary to avoid hazardous conditions for water surface users as specified by the U.S. Coast Guard. 13.) The total length of the structure shall not exceed 115-feet in length from the Ordinary High Water Mark. 14.) The float/pier structure shall not extend more than three feet in height above the water nor exceed eight feet in width. 15.) Total individual float area shall not exceed 160 square feet in size. 16.) Prior to issuance of the Jefferson County Building Permit, the applicant will be required to submit a small parcel Drainage and Erosion Control Plan as required by the Jefferson County UDC and described in UDC 3.6.10.f. Once the subject permit has been issued, the applicant shall fully implement the provisions of the submitted Drainage and Erosion Control Plan. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 12/20/2013 Page 1 of 3 Cases Name Review Type Status Planner 17.) The applicant shall adhere to the submitted re-vegetation plan as submitted in the Biological Evaluation. The Plan indicates native plant species to be used for the purpose of shore bank retention. The applicant shall submit timeline for installing the proposed plantings. 18.) Proper disposal of construction debris must be on land in such a manner that debris cannot enter the water body or cause water quality degradation of state waters. 19.) In order to minimize visual impact, the stairway shall be constructed to harmonize with the local shoreline environment to the maximum extent practicable. 20.) Construction shall be in substantial compliance with the site plans submitted to Jefferson County during the permit process as they exist now or are hereafter amended by Jefferson County and/or the Washington State Department of Ecology. 21.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 22.) Work within the jurisdiction of the Shoreline Program other than as described above shall receive separate review from this office. 23.) Substantial progress towards completion of the project shall be performed within two years of the issuance of the permit. 24.) Prior to construction, the proponent shall contact the Jefferson County Department of Community Development at (360)379-4450 with estimated project timelines for monitoring and plan compliance. 25.) Prior to the onset of construction, the applicant shall provide the Department of Community Development with the name and address of the contractor carrying out the project. 26.) The applicant shall comply with the provisions of Hydraulic Project Approval issued on February 18, 2004 under Log Number ST-F7591-02. The permit expires on February 14, 2005. 27.) Prior to commencing development activity,the proponent is responsible for obtaining a US Army Corps of Engineers Permit. 28.) A joint use agreement defined by a mutually accepted and legally enforceable joint use agreement that shall address, at minimum the following: a. Apportionment of construction and maintenance expenses, b. Easements and liability agreements, and c. Use restrictions. 29.) The applicant shall obtain a Water Quality Certificate from the Washington State Department of Ecology. 30.) The shoreline proposal was reviewed under the State Environmental Policy Act(SEPA)by Jefferson County acting as lead agency. A Final Determination of Non-Significance(DNS)was issued on February 10, 2003. 31.) The site plan as submitted with the shoreline application on 5/13/03 and with the building permit application on August 3, 2004 has been reviewed for consistency under the UDC, and has been approved on August 16, 2004 by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan shall be resubmitted for review and approval by Jefferson County Department of Community Development. 32.) The applicant shall adhere to all of the conditions set forth through the Hearing Examiner's Decision dated 3/16/04. 33.) A joint use dock agreement has been recorded on July 22, 2004 under AFN 487223. BLD13-00380 MLA13-00161 DUNN P Application Received: 12/2/2013 Permit Issued/Case closed: Case Finaled: NSFR w/attached garage and shop, no plumbing No findings, conditions, or permissions found. CSP13-00004 MLA13-00161 DUNN P Application Received: 12/20/2013 Permit Issued/Case closed: Case Finaled: CASP-NSFR w/attached garage and shop, no plumbing No findings, conditions, or permissions found. PRE01-00005 UNDERWOOD F J SMITH Application Received: 1/22/2001 Permit Issued/Case closed: 1/25/2001 Case Finaled: To permit a 8'wide by 100' long floating dock. Access from land shall be a stationary pier& associated gangway ramp. No findings, conditions, or permissions found. RAP 13-00029 DUNN A Application Received: 10/4/2013 Permit Issued/Case closed: 10/4/2013 Case Finaled: RAP-South Bay Ln 1.) The Applicant may install a private road approach to South Bay Ln at mile post.368 left. 2.) An approach culvert is not necessary at this location at this time. The access must accommodate a 10-16 foot wide driveway with a 10-25 foot approach radius. 3.) The grade of the approach shall be such that no surface water is directed onto the county road.The driveway shall be graded so rock does not spill out onto the roadway. 4.) The applicant must place a minimum of 3 inches of crushed rock per WSDOT Standard Spec 9-03.9(3), starting from the edge of the road and extending back a minimum of 20 feet for the full width of the access and its radius. The access and installation of the crushed rock surfacing material shall not impact the existing grade of the county road shoulder. lltidemarkldata\Forms\R_MLT_Parcel_Cond.rpt 12/20/2013 Page 2 of 3 Cases Name Review Type Status Planner 5.) The applicant shall be responsible for maintaining all vegetation to provide for the adequate sight distance adjacent to this road approach. 6.) The applicant shall be responsible for the cost to repair any and all damage to the county roadway and rights-of-way, including the integrity of all survey monuments or boundary markers. 7.) Applicant must give Jefferson County Public Works office(360-385-9159)a minimum of 7 working days notice prior to beginning work. An on-site pre-construction conference shall be scheduled by the applicant and will include Public Works and the contractor who will be performing the work. Prior to this meeting, any utility locate marks shall be done (Call 811-48 hours before you dig). 8.) This permit must be located on site when any work encompassed by the permit is being performed. Failure to do so may result in suspension of all work. 9.) This approval is for a road approach only and does not constitute approval of other activities within the right of way or on this parcel. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 10.) The Applicant must contact the Public Works Department for a final inspection prior to a final building inspection. l\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 12/20/2013 Page 3 of 3 0 / , uA„ti Ciy1 Sc . -ec0- co-bu_ki- a3 y Up Front Parcel Review BLDG -oo38o Parcel 969300005 Printed: December 3, 2013 (2(20 DELOS W DUNN Site Address: l JUDI A DUNN 393 S BAY LN i 385 S BAY LN PORT LUDLOW, WA 983658 WA, Parcel Number: 969300005 S-T-R: 16-28N-01E Total Acreage 0 i Legal Description LUDLOW POINT TRACTS 7 Land Use: 9100 Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM)Panel No: School District 49 Zoning: nip(p—,c f COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [i...-1-- Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [►—] Legal Access to Property NO Stt4A4 IA dcry Ce - [ Parcel Tags or Scanned Documents C Geer c/i i n c, [ �] CMS') ESA's: Special Reports Nearby YES NO [ 4 Designated Ag YES [ Shoreline Designation: NO 5 LA l-3I Acs&Yl [ Slope Stability: NO r,1 k.0 w\zd',ck' e, [s '4 i t",-fy 3 Stream Type:YES FWHCA: NO {4-1141-4'ao Pnin'j` . Anr pLi ry)rnti-r„n r,{ `ii J area a Mori rte. , Wetlands: YES Rare Plants:YES Seismic: YES . Landslide: YES • 0. Flood: YES a Erosion: YES Yi Aquifer Recharge Area:YES SIPZ: none At Risk igh Ris Coastal CMZ: oii High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: (t)No [yr Forest Lands: YES e Adjoining Forest Lands: Commercial/ Rural/ Inholding [1✓]” Mineral Lands: YES [i4 Agricultural Lands: YES ICJ) Archaeology: YES NO ,----r No Shooting Zone: NO o` - / 1,4 161,,,,/ [I%] Stormwater: New Impervious Surface q y2 q 5 cLand Disturbing Activity S'"/ :Z 8 5-r_ ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [-yr Landscaping Required aTO No A5 p [y]- Parking Spaces Required NO -- Other VT Building Height: ) UBC Standard r [, ] Impervious Surface coverage percentage: _ c, 1; Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only -Iyr Total Building(s) Size: Y,q 2, f RVC: 20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ Lir Setbacks: Front: ,K70 Left Side: 5 Right Side: ; Rear: -.- zi Shoreline Setback: LSHA Setback: [✓r Road Classification: 5'-,ii1-h /3 ay (ci ,I.�, CC o gcr v q 1:97/J.W' re/WP Cie( Road Approach: EXISTING NOT REQ'D RAP [►f' SEPA Required: YES IV] Flood Certificate: /V/{l Existing Case(s) &Condition(s): Violations: Yes No Di Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance V] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [` ] UGA No Protest Agreement YES NO, submitted: YES NO ] Site Visit conducted YES '] Require Final Zoning Approval 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 969300005 1.) WSRC Coaching - 2011-06-06, SG 09/05/2013 1 SMP Parcel tags found for parcel 969300005 2.) WSRC Coaching - 2011-06-06, SG 09/05/2013 CAO Parcel tags found for parcel 969300005 3.) WSRC Coaching - 2013-09-27, CZ 10/23/2013 SMP Parcel tags found for parcel 969300005 4.) WSRC Coaching - 2013-09-27, CZ 10/23/2013 CAO Parcel tags found for parcel 969300005 5.) WSRC Coaching - 2013-09-26, CZ 10/23/2013 SMP Parcel tags found for parcel 969300005 6.) WSRC Coaching - 2013-09-26, CZ 10/23/2013 CAO Cases Associated with APN 969300005 Cases Name Review Type Status Planner ADR13-00051 DUNN F Application Received: 10/9/2013 Permit Issued/Case closed: Case Finaled: 10/17/2013 NEW ADDRESS BLD13-00380 DUNN P Application Received: 12/2/2013 Permit Issued/Case closed: Case Finaled: NSFR wI attached garage and shop, no plumbing M LA04-00477 BLD04-00510 MLA04-00477 DUNN I F M FARFAN Application Received: 8/3/2004 Permit Issued/Case closed: 8/30/2004 Case Finaled: 11/10/2004 RAMP AND FLOAT- NEW 11 tidemark\data\forms\R_Parcel_CRMLA.rpt 12/3/2013 Page 2 of 3 PRE01-00005 UNDERWOOD F J SMITH Application Received: 1/22/2001 Permit Issued/Case closed: 1/25/2001 Case Finaled: .To permit a 8'wide by 100' long floating dock. Access from land shall be a stationary pier&associated gangway ramp. RAP13-00029 DUNN A Application Received: 10/4/2013 Permit Issued/Case closed: 10/4/2013 Case Finaled: RAP -South Bay Ln 11tidemarkldata\forms\R_Parcel_CRMLA.rpt 12/3/2013 Page 3 of 3 UDC CONSISTENCY REVIEW Project Planner: Master#MLA13-00161 Review Type Project Description BLD13-00380 NSFR w/attached garage and shop,no plumbing CSP13-00004 CASP-NSFR w/attached garage and shop,no plumbing Primary: DELOS W DUNN Site Address: JUDI A DUNN 393 S BAY LN 385 SOUTH BAY LN WA, PORT LUDLOW WA 98365-8785 Project Location: Parcel nUmber: 969 300 005 Site Address: 393 S Bay Way Ln Port Ludlow S-T-R: 16-28N-Ol E. Parcel Number: 969300005 S-T-R: 16-28N-01E Total Acreage 0 Legal Description LUDLOW POINT TRACTS 7 Land Use: 9100 Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM)Panel No: •chool D 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO Rare P1ants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Laiids YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other 1 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval 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 969300005 1.) WSRC Coaching - 2011-06-06, SG 915/13 SMP Parcel tags found for parcel 969300005 2.) WSRC Coaching - 2011-06-06, SG 9/5/13 CAO Parcel tags found for parcel 969300005 3.) WSRC Coaching - 2013-09-27, CZ 10/23/13 SMP • Parcel tags found for parcel 969300005 4.) WSRC Coaching - 2013-09-27, CZ 10/23/13 CAO Parc l tags found for parcel 969300005 5.) WSRC Coaching - 2013-09-26, CZ 10/23/13 SMP Parcel tags found for parcel 969300005 6.) WSRC Coaching - 2013-09-26, CZ 10/23/13 CAO Parcel tags found for parcel 969300005 7.) WSRC Coaching - 2013-11-5 12/16/13 SMP Parcel tags found for parcel 969300005 8.) WSRC Coaching - 2013-11-5 12/16/13 CAO Parcel tags found for parcel 969300005 9.) WSRC Coaching - 2011-06-06, SG 9/5/13 SMP Parcel tags found for parcel 969300005 10.) WSRC Coaching - 2011-06-06, SG 9/5/13 CAO Parcel tags found for parcel 969300005 11.) WSRC Coaching - 2013-09-27, CZ 10/23/13 SMP Parcel tags found for parcel 969300005 12.) WSRC Coaching - 2013-09-27, CZ 10/23/13 CAO Parcel tags found for parcel 969300005 13.) WSRC Coaching - 2013-09-26, CZ 10/23/13 SMP Parcel tags found for parcel 969300005 14.) WSRC Coaching - 2013-09-26, CZ 10/23/13 CAO Parcel tags found for parcel 969300005 15.) WSRC Coaching - 2013-11-5 12/16/13 SMP Parcel tags found for parcel 969300005 16.) WSRC Coaching - 2013-11-5 12/16/13 CAO Associated CASES status issued finaled description 969300005 ADR13-00051 F 10/17/2013 NEW ADDRESS PRJ13-00255 P NSFR w/attached garage and shop,no plumbing MLA13-00161 BLD13-00380 P NSFR w/attached garage and shop,no plumbing CSP13-00004 P CASP-NSFR w/attached garage and shop,no plumbing - RAP13-00029 A 10/4/2013 RAP-South Bay Ln