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HomeMy WebLinkAboutZON2015-00043 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: STEVE DRURY 3510 NORTHSHORE BLVD. NE TACOMA WA 98422 DATE ISSUED: December 11,2015 DATE EXPIRES: December 11,2020 MLA NUMBER: MLA15-00078 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: SPAAD-Site Plan Approval Advanced Determination for Single Family Residence Development PROJECT LOCATION: 721093008 Address of 2423 Southpoint Rd. Port Ludlow-S9 T27 R1 E TAX 3(N 200') INC. TL'S CONDITIONS: 1.) A Geotechnical Report was prepared by NTI dated November 2015 and submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The Report determined that the Westerly Slope of the parcel may experience some slumps of low-volume colluvium, but that these would be considered more of a nuisance than a hazard. The Report concluded that the site was not considered a hazard as long as a buffer/setback of 20-feet be established and maintained from the toe of the Westerly Slope to the proposed Single Family Residence. 2.) A Stormwater Plan which complies with the 2012 Stormwater Manual for Western Washington shall be submitted at time of building permit application. 3.) The slope along the western property boundary(along the road and driveway)shall not be distrubed and be maintained in perpetuity with native vegetation. 4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 5.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100,Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 6.) A minimum of two(2) on-site parking spaces shall be provided for the single family residence. 7.) Duration of Approval-Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five(5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five(5)year period, the Site Plan Approval Advance Determination(SPAAD)cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval -Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.)and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD)and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site plan approval advance determination application. Approval of a site plan under this section does not constitute authority to comence any development or building activity until such time as final authorizing permits are issued (e.g., septic, wells, stormwater management, or building permit, etc.). Modification to an approved site plan may be required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please request a copy of Section 8.7 of the UDC for criteria pertaining to modifications). 8.) Building setback from western property line is 25 feet, from toe of western slope is 20 feet,from Ordinary High Water Mark is no less than 40 feet, and from side yards is 5 feet. 9.) The building height is not to exceed 35 feet. 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface, which includes roof tops, driveways, concrete, etc. 11.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 12.) The applicant shall provide proof of potable water at the time of building permit application. This application does not vest the parcel for potable water. 13.) A native vegetation planting plan shall be submitted at time of building permit application to comply with JCC 18.25.270(5)(a)(iv)which states, "Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces; and (x)which states "At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition,"and to compensate for the less of the large cedar and fir trees on the home site are required under and to comply with JCC 18.25.310(2). Staff suggest a qualified Biologist prepare the native vegetation planting plan. 14.) At time of building permit application, the applicant shall submit a HOLD HARMLESS INDEMNIFICATION COVENANT for review and approval between the applicant and Jefferson County, signed by both parties and recorded by the Jefferson County Auditor at applicant's expense, prior to issuance of any building permit. 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.) A permit application prepared by a licensed septic system designer or professional engineer is required for a septic tank and pumpchamber prior to application for a building permit. Applicant shall meet requirements of the system owner and manager prior to connection. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on November 23, 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 mapped on the subject property: Shoreline Residential Designation; Stable and Unstable Shoreline Slope Stabillity; Moderate Landslide Hazard within 30 feet of property FEMA Flood Zone associated with Marine Shoreline; Susceptible Aquifer Recharge Area. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA)pursuant to WAC 197-11-800(1)(b)(i). 5.) The site plan as submitted with the Zoning SPAAD application on November 23, 2015 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 December 10, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) This approval is for Site Plan Approval 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. 7.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 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. 9.) The proposal was reviewed against criteria specified in Article VII, Chapter 18.40 JCC(Site Plan Approval Advance Determination). The criteria for approval is as follows: 1. The proposed site plan conforms to all applicable county, state, and federal land use, environmental and health regulations and plans, including but not limited to the following: The Jefferson County Comprehensive Plan and the provisions of the Unified Development Code. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code, Comprehensive Plan, and Shoreline Master Program. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water, sewerage disposal, and other improvements. Staff comment:The parcel is 0.5 acres in size, and the site plan, as submitted on November 23, 2015, complies with Table 6-1: Density, Dimension, and Open Space Standards in the JCC. This application is for a Site Plan Approval Advance Determination to eventually construct a single-family residence. Jefferson County Department of Environmental Health reviewed the application and approved it based on the revised site plan received December 9, 2015. Potable water shall be provided by the Bridgehaven Community Club. This SPAAD was not reviewed for fire flow due to the application, as proposed, identifies the parcel as public water. Jefferson County has no specific adopted fire flow requirements for permitting. Application of a Coordinated Water System Plan for fire flow requirements for individual projects is inappropriate since the primary purpose is for water system design to assure adequate pipe size, source and storage. The applicant shall provide proof of potable water at the time of building application. This application does not vest the parcel for potable water. Access to this parcel is provided by South Point Road which is a County Road (C447608). The approved site plan has not been reviewed for stormwater requirements. JCC 18.30.060 and JCC 18.30.070 require the applicant to prepare a stormwater plan in compliance with the Washington Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion, and sediments during construction; address permanent measures to stabilize soil exposed during construction; and in the design and operation of stormwater and drainage control systems. At the time of building application, a stormwater plan in compliance with the Stormwater Management Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the Stormwater Manual, an engineered stormwater plan shall be required. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act(SEPA) implementing the provisions contained within Article VII, Chapter 18.40 of this Code and Chapter 43.21C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act (SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4)dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Staff comment:The proposal will not affect the public health, safety, and general welfare. 10.) The project compiles with the Modest Home Provisions under JCC 18.25.270(5)(a)of the Shoreline Master Program as follows: (i)The depth of the lot(distance from the ordinary high water mark to the inside edge of the frontage setback) is equal to or less than the standard shoreline buffer as indicated in subsection (4)(e)of this section; and Staff Comment: The depth of the lot as defined above is less than the standard shoreline buffer(150 feet)at approximately 112 feet. (ii)The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than 2,500 square feet and the driveway is not more than 1,100 square feet. The building area means the entire area that will be disturbed to construct the home, normal appurtenances (except drainfields), and landscaping; and Staff Comment: The proposed building in 2,496 square feet, while the proposed driveway is 1,038 square feet. (iii)All single-family residences approved under this section shall not extend waterward of the common-line buffer; and Staff Comment: There is not common-line buffer, therefore this criteria does not apply. (iv)Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces; and Staff Comment: A pervious patio is proposed. A native vegetation planting plan to comply with (x)of this section and to mitigate for any adverse impact shall be required at time of building permit application. (v)Opportunities to vary the side yard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this program and Chapter 18.30 JCC; and Staff Comment: A required buffer/setback from the toe of the western slope prevented a reduction in the non-conformity as to the standard shoreline buffer. (vi)The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas; and Staff Comment: Based upon the Geotechnical Report the residence is located in the least environmentally damaging location. (vii)There is no opportunity to consolidate lots under common ownership that will alleviate the nonconformity; and Staff Comment: Not applicable-there is only one lot. (viii)The lot is not subject to geologic hazards; and Staff Comment: Per the Geotech, the lot is not considered a geologic hazard as long as the reports recommendations are followed. The is subject to period slumping of the western slope, but according to the Geologist, this is more of a nuisance than a hazard. (ix)All structures are as far landward as possible and not closer than 30 feet from the ordinary high water mark; and Staff Comment: the structure is sited more than 40 feet from the OHWM. The 20 foot structure setback from the toe of the western slope and a convenant required 25 foot setback from the property line precludes moving the structure further back landward from the OHWM. (x)At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition. Staff Comment: A native vegetation planting plan shall be submitted at time of building permit application to comply with JCC 18.25.270(5)(a)(iv)which states, "Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces; and (x)which states "At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition,"and to compensate for the less of the large cedar and fir trees on the home site are required under and to comply with JCC 18.25.310(2). Staff suggest a qualified Biologist prepare the native vegetation planting plan. 11.) Staff determined that the rock bulkhead along the marine shoreline to be the Ordinary High Water Mark (OHWM). 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 i 'dministrato MLA15-00078 \\tidemark\data\forms\F_MLT_IssuePermit_U.rpt 12/11/2015 Page 5 of 5 41 L \\ r) \ 01••1 V \� `\ ,y -\ \ oN c `\ ; .illiNki.,.„-it, t 41 1 g ------•, lia 11 ktt." 17;1 1 :titp1P -,.......t ' C S 1 U ' II �, IIII •II < ► VAb• v pVA\A`'\v II 000ilir-Jill' r 11 11 n Iry `i`4.�• -'!!N//� \7A \\\\\\ \\\\ \\\\ \\\\\\-�\\\\....J C:1 CO : . 07;.'01,14711r�'a\\\\\\\\\\\\\\\\\\\"\\\\, ., \pow\o\\W:a�jo�;�\\\� +` ' • \ \\ \\` i `.a\\\\\\��\\\\�\\!,N\Q\\ve P 411 ` + \ 11 11' vv\\\\\ \\\\\\VAOQ\\V�\\\\D \\\vv 0P"-%01 ,,,av!,'Avwvv` � � 11It ��► `\\\\\•.\\\\ ,\\\\\\\,a\�\\\\�,a\0\\��3��; ;;��a�\\\\\ra\off\\\:;\\�t _ r'' Cr' -"l""IlliV 463. `.A� ar - R O Z \ `� Co ,I Cil A°114 it rrr 1111114W �� � s44. N 4( ..*`r2kkc c4 w V • � E � ___31..,$ tii --.-.. .41400HP4. -• m P gr," ZA --+w rii ` JO u N Dc a46 ctm —,SI \ A 0&i 3 cN�W � r N `°CPQ \ n 4 \ ! F _ gN1r(ODgb A x p (I)0 Al !IT —, 71 \ z �, 1-I I _ m z(� r iEN�M �t -A O �6_i�':3F 6 ' gi ill Pc r A rn ry I: ::::::;°:_<>12" ,„.Vtft.Air";—: "'>:E:--::-46 , 1/2 a i . .„.. .,.. .z ca 6 M° :r1J_Icl : 44 '-1---VcInT 114 V_impEclg�m ijfiii — j 20l � r- 7 ' , ,x , a �N zoNI5 4,11k ' ofer11114?: JEFFERSON COUNTY [ --� DEPARTMAENT OF COMMUNfTY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 96388 �? 1 5 •4449::::e 360/378-4450. 360/379-4481 Fax www.co.Jefersli on.wa.us/commdevebpmant - 'Y Master Permit Application __FMA: /S -75-,7 N T Project Description(include separate sheets as necessary): Tex Parcel Number. 7Z(• 013 •,:te c's Property size: •�"Wei/2l3 - {a«es/squara feet; Site Address and/or Directions to Properly • adT} ;r.ir G t%07.-.. L.L0L I, Property Owner(s)of Record: DG Vti, 1,3 r1s t�- Telephone: u... ._.�.. = P Fax. email: ++iC.\ • C1'r� Mailing Addresef r-1,15,-,,,e 1 3 q 1 Pa A -" L. t-,t-- Appllcant/Agent(If different from owner): $.r ve.. P1241 Telephone:4. - i-ero Fax email: "r�,1L'1a 3«(�(/L. Mailing Address: -- ..91 t+ rte-r Cock, ,, , v �c t n...va is t is What kind of Permit?(Cheri[each box that applies) Building 0 Variance(Minor,Major or Reasonable Economic Use) 0 Demolition Permit D Conditional Use(C(a),C(d),or Cl" Single Family 0 Discretionary"D'or Unnamed Use Classification 0 Garage Attached/Detached 0 Special Use(Essential Public Fadgtles)" U Manufactured Home 0 Boundary line Adjustment 0 Modular 0 Short Plat•• 0 Commercial' 0 Binding Site Plan" 0 Change of Use 0 Long Plat•• U Address 0 Road Approach 0 Planned Rural Residential Development(PRRD)/Amendments" 0 Propane 0 Plat Vacation/Alteration" 0 Allowed'Yee Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions" 0 Stormwater Management 0 Shoreline Management Substantial Development" *Site Plan Approval Advance Determination(SPAAD)• 0 Shoreline Management Variance 0 Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment 0 Wireless Telecommunication• 0 Jefferson County Shoreline Master Program Amendment 0 Forest Practices Ac/Release of Six-Year Moratorium •May rvqulre a Pre-Applcatton Confirm** "Rsqufiss aYr*AP sPcaflon Confining* Please Identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the ownerlagent attests that the information provided herein,and in any attedxnents,is true and carted to the beet of his,her or N's knowledge. My material falsehood or any omission of a material fact made by the ownedagent with respect to this application packet may result in this permit being null and void. I further agree to save,Indemnify and hold hamrlesa Jefferson County against at ItabiWias,Judgments,court coeds,reasonable attomey's fees and expenses which may In any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application .review and any required later inspections.Actress and right of entry to this property shall be requested and shall occur only during regular business hours. Signature: Date: The action or actions Applicant wit 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 lake'of an endangered species as those terms are defined In the federal law known es 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. My 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 k holds Indivldusl and non- transferable responsibility for adherl to and complying with the ESA. The Applicant has reed this disclairner,end signs and dates below. Signature: ,r. _ k. , , Dais. V 1*.'") t, II ) G:\Pa,oitCenter\FORMS\DAD FORMS\Muter Pavdt Application I2-30-05.doc •Randy Marx From: Randy Marx Sent: Wednesday, December 09, 2015 11:55 AM To: David W. Johnson Subject: MLA15-78, ZON15-43 Hi David Health has the following comments: • The property has a connection to a community septic system. A future "Tank Only" permit will be required from the health department. The application requires a design by a licensed septic system designer. • The submitted plot plan shows a proposed septic tank and transport line. Both must be removed as no approval is given nor implied that these locations meet current code and could be permitted in the future. Retain the existing Sewer stub. • The western property line is not shown accurately • No approval from health is granted for the size or location of the proposed home shown. IZaxclif. TftaJzx Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><((r> ><rrr> ><( ((' ><((r> ><((r"> ›<q{(0-> >< (( "> ><{{("> ><»<> ><((r> Septic Permits Online (Link) Environmental Health Web Site (Link) CONFIDENTIALITY NOTICE: This e-mad message, mc!uding any attachments, is for the sole use of the intended recipients) arc may corrar confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail syste. and is therefore subject to the Public Records Act,a state taw found at RCw 4256. tinder the Public Records law the County must release this e-mail and its c. tents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is exempt from disclosure under state law,including RCN'42.56. 1 5f-a° (?3-357 • MEMO TO PUBLIC UTILITY DISTRICT NO. 1 OF JEFFERSON COUNTY COYLE PENINSULA PROPERTIES DRAIN FILELD#2 The following are names and addresses of clients who have reservations in Coyle Peninsula Properties Drain Field#2: 1. Lot#721093003 / i' Darrel Emel Co. (360)692-6117 Received Pump Bed Tank pt P.O. Box 765 Silverdale,WA 98383 OC 1 1 2�15 / 2. Tax#1 si �f4t' ' i) Bedrooms 115T. He cHeartwood Homes (206)338-6264 N . ump Tank wii9.0%5640 South Melendy Drive rg4. Langley, WA 98260 _ �,,d„w Poi 3. Lot#721093008 Tax#3 Two Bedrooms Al Schoenfeld (206)232-5539 Pump Tank i 5336 Butterworth Road 1V Mercer Island,WA 98040 _ Tax#5— Two Bedrooms J Robin and Marshal Stiff (206) 542-5000 Pump Tank : e( 2001 NW 196th Seattle, WA 98177 5. Lot#721093011 Tax#7 Two Bedrooms Robert and Marian Block (206)285-6888 / Pump Tank I I`, 2665 Dexter Avenue North#402 Seattle,WA 98109 6. Lot#721093012 Tax#9* Two Bedrooms Only Lot#721162004 Tax#2* / Pump Tank r William and Anne Henson (206)283-7946 f/ I 2844 West Lynn Street Seattle,WA 98119 7. Lot#72116201 Tax#3* Two Bedrooms Robert Lingenbrink (360)692-0185 Pump Tank f �� 4690 Newberry Road Silverdale,WA 98383 I ft/ ' 8. Lot#1 Coyle Peninsula Properties Short Plat II** Two Bedrooms Glenn and Glenda Gordon (206)885-1270 18822 NE 146th Place Woodinville,WA 98072 Lib 9. Lot#3 Coyle Peninsula Properties Short Plat ll Three Bedrooms ( Glenn and Glenda Gordon (206)885-1270 3aIl ri to 5� 10. Lot#2 Coyle Peninsula Properties Short Plat II** Two Bedrooms 17Patricia and Michael Mun (206)486-5962 l tJ 1112-142nd Place SE Mill Creek,WA 98012 t. 6 *Note: There could be lot line adjustments in the future on these properties and the above lot \y and tax numbers may change. **These lots could go either gravity or pump. PUD or Health Department will make this decision Pagel o62_ Ii. ` ••�• \ t.....:. a RJ \ o N .. -Th\46 Sili --..„. li: r"\ �r iti II s . ,� il ti -4. 114., Noltrikk -• 4. ., , 3�j3 3y ",,____- 2. , T I> II ' // \ I \° 4. -.7._' rn :ii gm* 7— m ,. 001,5;r.,.., „jibik„,\•\\\ \\ \r\,\ il • ' ”4[N;"-YIPVitrAV"rtrtV\VINtAl::i\„..\\:kk,:\!,ftwasii;\\\\���`\\�\\\\\��\\\� :,.... ��u �\�\\\\\,\\%\1 PAPP` 14- .,ii ; :► ,\ a \\ ., a\\\\ok, 41/11644441414110 �{a li .s 11114/24Vata$A94 VA:Zi‘v3e,PAIP_41?-14111 !, •i . '..... 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Cn -} •DzN �zn O (� n L__—_-- z am_- rn m�zn�zA �d Z J r--D /� Irl z D� D= r� r __ JJ a o z-t rn c r --. gi 71 co 0 Z _ t- �f li o C D @ rn -, r;, 0 0 It gDd 6�-�mA �, `gym', + ro z n � 4 j pia 4mn d rn�d�� g � c-; !,., S4=1, 65p2 i o' rte- rn �� rt .. ,...a I - miiimmp res r" PUDiJEFFCO PHONE NO. 3603855945 Jan. 09 2002 05:34PM P1 il ■i Fax : 360-379-1327 January 9, 2 2 Time: 04:30 p.m. 1 r It. --,, 1 f ,4r -- j11 111 J`I Attention: Henryouaz '! }} 1 ' E 0! ry 1,. / ` L i Re: Parcel#721-093-008- Coyle Peninsula Properties Commu 0 - hftelci 'i',',, System, Phase II The above parcel has been assigned a two-bedroom connection and has paid only the reservation fee of$200.00. Please see enclosed correspondences and Customer Agreement for service. Please call me should you have any questions regarding this matter. Rita •eaj uolzenaasaa uioo.zpaq Otto a ao; 96/1£/S paaep aalonui •T, •aa; uollen- sal uzoo.rpaq oma a ,01 96/1£/5 Paaep aoIonui •E -0011211011:11131A1 Alilasd asemes.auzoasn3 ;o aollori - I xrpuaddb .Z auausaaaay aamozsno - f xlpuaddv •I amsopua N 0 f�'�7 A71 v'ici_'Jil '�i0�Ji! 1�]4� in"/dJf I C� 7, I"'�'J d,,, ra2nuew s led -0 se i AS ° t `Lia.iaauxg 11)23 aseaid uopasanb due aneq no.0 ;l 'aalnras nob Suipp oad oa paentao; yioot al •suopo.ligo pue sapglglsuodsar ienpinrpur aano 0 !gm aria ata aura lata 3V •ienuew apueuaaulo pae uoperado sumo ata jo f xipuodde ui pat;loads se aauzolrna aaesedet a owl ratitza him aauaolau/13dm,o aol eta curium{ Jo amp ata ay Z abed 9661 `9 aur f , ,- a FROM : PUD.JEFFCO PHONE NO. : 3603655945 :4n� Jan. 09 2002 05:35PM P3 '6 yE',/ --a--RML I . •ZiJ`�0�� qty 1 s APPENDIX 1 ; -`',/h liT CUSTOMER AGREEMENT ` FOR 3 EFFLUENT COLLECTION, TREATMENT, AND DISPOSAL SERVICE TA% 3 PARCEL #721093008 Lot , Volume of Plats/Surveys, Page _ Name of Plat/Survey: -a r- � Cc Served by \ i s G?r l COYLE PENINSULA PROPERTIES ' I �`'" 3 - COMMUNITY DRAINFIELD SYSTEM, PHASE II _ li FICKSUd COUNTY I m 01 , `;[I, D_I MINT Parties This Agreement, hereinafter referred to as CUSTOMER AGREEMENT, is made this day of 19. . by and between PUBLIC UTILITY DISTRICT NO. 1 OF JEFFERSON COUNTY (PUD), Post Office Box 929, Port Hadlock, Washington 98339 (hereinafter refr'red to as OWNER), and the following (hereinafter referred to as CUSTOMER): Customer Name(s): AWN E. SCHOENFELD Address: PORT LUDLOW, WA 98365 Street City State Zip ;.)erng the legal owner and/or purchaser of the following described property: RESERVATION FEE $200.00 RESERVE FUND $700.00 HOOKUP FEE $150.00 '-erms mid Conditions (2) BEDROOMS In consideration of and upon receipt of_ dollars ($ ) plus the monthly charge described herein, the OWNER agrees to provide septic tank effluent collection, treatment, and disposal service (hereinafter referred to as SERVICE), as set forth in the Owner's Operation and Maintenance Manual for the Coyle Peninsula Properties, Community Drainfield System, Phase II (hereinafter referred to as Management Plan). informational copies of the Management Plan are available for review, upon request, from the OWNER, APPENDIX J - Page 1 of 3 M FROM : PUD1JEFFCO - PHONE Na. : 3603855945 Jan. 09 2002 05:34PM P2 Public Utility District #1 NAV 2� Of Jefferson County t4�offe zoo C ??,$ June 6, 1996 "611,/ Alvin E. Schoenfeld f� 5336 Butterworth Road Mercer Island, WA 98040-4729 4 EiCEfFERSgO DI� L 3 L�1S Re: Coyle Peninsula Properties Community Drainfield Syste ^nTspN�IV COypUNfY EVEiOpM Dear Mr. Schoenfeld: In compliance with State and County ordinances Public Utility District No. 1 (PUD #1) of Jefferson County has agreed to manage your community septic system, and has entered into a written agreement with Coyle Peninsula Properties to perform those duties. This assumption of management implies a shared responsibility between the property lot owners and the PUD for maintenance, repair, and operation of the septic system. The PUD's portion of that responsibility has associated costs which must be accounted for by the PUD. These costs include routine monitoring,grounds maintenance,system and operation checks, utility maintenance costs, record keeping, permits, and system repairs. The method currently used by the PUD to cover septic system costs has four components: 1) A me time up-front reservation fee of $100.00 per bedroom for those lot owners +;. are not yet hooked up to the system to cover those actions necessary regardless of the number of people on the system. 2) A $150.00 hookup fee to pay for the PUD's costs to inspect the physical connection to the system, and an administrative fee. To be paid at the time of request for service. 3) A $350.00 per bedroom fee for a dedicated system reserve fund to pay for major system repair/replacements. To be paid at the time of connection or upon demand. 4) Once connected, a monthly service charge (currently $13.50) to cover the costs of routine maintenance and operational functions associated with the system will be billed on a b9-monthly basis. The Jefferson, FT-•i:.:4it.; Department has approved the septic system and 'Therefore. your initial payment for either reservation of your connection, or your actual hook-up fees are due to the PUD. 2� C&w.II$re I P.O.D .929,Pon Hodh,cb.Woohinyfon 99229 12901 29G•5900 FAX prt0)3P,n.4:,g4$ - , I 23 2015 LJ S.P.A.A.D. `— 3o-^tcower GT , ( rQTYr,F„ 17TNr For Steve & Vicki Drury 4 Jeer 3510 North Shore Blvd N.E. ''o °n ?9.A Tacoma, WA 98422 ms, For property at: 2423 South Point Road Tax Lot #3 Parcel `B' Bridgehaven Tax Parcel # 721-093-008 Prepared by Lindberg & Smith Architects 319 S. Peabody Street Port Angeles, WA 98362 (360 452-6116 2423 South Point Road, Port Ludlow, WA Jefferson County Parcel # 721093008 Geologic Hazard and Geotechnical Site Assessment Prepared For Lindberg & Smith Architects & Mr. Drury November 2015 1 i � No 23 - S JE. ERSON COUNTY _ DEFT OF CINIlUNITY DEVELOPMENT • NORTHWESTERN TERRITORIES, INC. mite__ 717 SOUTH PEABODY STREET. PORT ANGELES,WA 98362 Engineers 0 Land Surveyors 0 Geologists A, Construction 0 Inspection❑ Materials Testing (360)452-8491 Email:infoCTnti4u.cam NTI , ;4:;., NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 /1/� ,1it ., Engineers Land Surveyors Geologists r c �;^,,Construction Inspection Materials Testing fi1-`1,;:„..„1,2,‘..,, us 99n Port Angeles(360)452-8491 l�;a E-Mail:infoanti4u.com NT/ y November 16, 2015 Lindberg and Smith Architects I 319 South Peabody Street Port Angeles, Washington 98362 Attn: Mr. Bill Lindberg,AIA Subject: GEOLOGIC HAZARD AND GEOTECHNICAL SITE ASSESSMENT OF THE UNDEVELOPED PROPERTY AT 2423 SOUTH POINT ROAD IN PORT LUDLOW,WASHINGTON 98365. JEFFERSON COUNTY PARCEL#721093008 Dear Mr. Lindberg and Others Concerned, 1.0 BACKGROUND AND SCOPE OF WORK NTI Engineering and Land Surveying(NTI)was requested to complete a geologic hazard study and geotechnical site assessment related to the potential development of the subject parcel. The property is Jefferson County parcel number 721093008 within the Southwest Quarter of Section 9,Township 27 North, Range 1 East, W.M., within Jefferson County,Washington. The proposed development on this parcel will be governed by Chapter 18-25-270,Section 5(a)of the Jefferson County Shoreline Master Program. This chapter provides a development route for undeveloped parcels that cannot meet the recently enacted requirement for a "Standard Marine Buffer" of 150 feet landward of the high water mark. The marine waterfront parcel,faces east to a channel behind a long-shore bar on the west side of Hood Canal,Washington. A rock sea-wall runs along the shoreline whose seaward edge marks the ordinary high water line. The west side of the buildable area is bounded by a steep slope that rises 30 to 35 feet to South Point Road. The western-most and sloped portion of this site has been mapped by Jefferson County as having a potential landslide hazard. The parcel includes a rock retaining wall that is parallel to the frontage shown in Photographs#2 and#4. This retaining wall supports a terraced area roughly 6 higher than the lower area in Photograph 1, below. A long driveway that is almost parallel to South Point Road drops down to the parcel from above. The driveway appears to have been built to serve this parcel and each of the two adjoining lots. It was carved into the slope when the site was first developed about 30 years ago. D CECEEIV qN'IV 2 3 5,30 L 11FFERSON COUNTY DEPT OF tOMMUNITY DEVELOPMENT Geologic Hazard and Geotechnical Site Assessment 2015 R # � e yN r - s " y 'kid g5. � f w PHOTOGRAPH 1— NORTH-FACING VIEW OF THE SUBJECT PARCEL AND HOUSES ON THE SPIT Under the exemption terms of the Shoreline Master Program, it is necessary to position the proposed single family residence at least 30 feet landward of the ordinary high water line. A proposed site plan, based upon an accurate site survey, is attached in the Appendix to this report. The proposed residential structure is built into the terrace with a daylight basement format. A residential structure that is specifically designed for this site could have at least 25 feet of setback to the toe of descending slope on the west. 2.0 SITE CONDITIONS AND THE LOCAL GEOLOGIC SETTING Vegetation The site was cleared and prepared for construction of a single family residence about 30 years ago. Most of the site supports a dense growth of grasses and a few fruit trees. The westerly slope is well- vegetated with a dense ground cover of shrubs and brambles. Red Alder and Douglas Fir are the most successful trees on the slope. The Surficial Soils The Soil Conservation Service maps the area as having Kitsap Silt Loam soil. This soil was principally deposited on terraces and benches and it is Pleistocene in age. The presence of silt loam soil and stiff clayey subsoil was corroborated by on-site observations. The Geologic Setting The Coastal Zone Atlas of the Department of Ecology indicates that the site is underlain by pre-Fraser 2 Geologic Hazard and Geotechnical Site Assessment 2015 deposits noted as Qpf on the map below. The geologic map also indicates that Vashon Stade lodgement till,Qvt,a dense glacially deposited formation, is widespread in the upslope region. An arrow at the center of the map shows the approximate position of this parcel. Qb PVa 7 ' is si Qvtl e, v Qos FIGURE 1—GEOLOGIC MAP OF THE REGION THAT INCLUDES THE SUBJECT PARCEL(DOE) Exposures in the westerly and in the ravine on the west side of South Point Road showed moderately dense gray-brown Pre-Vashon silt forms the lower half of the hill slope there and all of the slope above the prospective house site. This inter-glacial silt deposit extends down the Toandos Peninsula on the south and it has been seen in many exposures there. The Qb deposits are Quaternary(post-Pleistocene) sandy beach deposits that were observed on the lower bench and the terrace where they were used for fill. Historic Landslides and Morphology Field examination of side-hill areas below South Point Road did not show rotational landsliding. Several lots along this reach of the shoreline have driveways carved into the slope and observations suggested that these installations are stable and that the slope is free from larger rotational slide scarps. NTI completed a study on the area directly upslope in 2014 and found only minor slumping and thin translational slides of the colluvium from the pre-Fraser silt formation that underlies the region. No large rotational slides were noted during field work. 3 Geologic Hazard and Geotechnical Site Assessment 2015 A, ft} '„ • • . yes• f gfi Y Ftx PHOTOGRAPH 2—THE SUBJECT PARCEL LOOKING SOUTH,WITH RETAINING WALL ON RIGHT 3.0 GEOTECHNIAL OBSERVATIONS AND INDICATORS Geotechnical Features of the Site The lowest part of this site is retained on the east by a rock seawall-revetment. The southern end of the sea-wall/retaining wall is shown in Photograph#3, below. Soil exposures along the shoreline show that the lot was filled with dredging spoils probably from the adjoining canal. Thus, most of the site appears to be underlain by medium sand and silty sand with shell fragments. NTI file information indicates that the fill was placed about 25 years ago. Probe testing of the sandy fill suggests that it now has a moderate density. A terrace area about 6 feet higher than the lower bench of the site is supported by an arc-shaped retaining wall constructed with large basalt rocks. A portion of that retaining wall is visible on the right in Photograph 2, above. Slope and Site Stability Indicators Several shallow excavations in the soil of the adjoining slope on the west showed stiff clayey silt. The material is resistant to probing due to its high shear strength. Weathering and cycles of wet and dry and frost heave have detached some of the silt from the underlying formation on the slopes above. Slumping and thin translational slides of the silty slope-cladding colluvium is main erosional mechanism affecting this site. Above and on the west side of South Point Road, a large area of mobile soil was noted within a broad 4 Geologic Hazard and Geotechnical Site Assessment 2015 drainage swale. This material and the steepness of the slopes well above the parcel may have led to the landslide hazard designation of the area. The larger-scale instability observed west of the road in a broad swale does not extend into this site. The presence of till formations in the upland area suggests that the Pre-Fraser formation underlying the site and the slope on the west has been consolidated under the weight of overlying glacial ice. Examination of the driveway into the parcel showed no sign of instability three decades after its construction. No seepage or signs of groundwater were observed in or along the escarpment at this parcel in the summer season at the time of the study. Observations suggest that the fill soil in the terrace is well- drained. r sz ,y. aVEWY R' to? yO`AZ� Y YP R..3i" �+ `E a � s ,F t+ x yV 4 Px Offg4P P jU d b 1.0 • S by "5' "w-+`?kw4 `y.`"; ,�a»_,z` . *;a a N '' �` ;i'"' h' , PHOTOGRAPH 3—ROCK SEAWALL AT THE SHORELINE BELOW THE PARCEL'S LOWER BENCH 4.0 CONCLUSIONS CONCERNING NORMAL GEOLOGIC HAZARD Large and deep-seated rotational slides that might envelope a large portion of the slope above this site are unlikely to occur at this site due to the strength of the underlying consolidated silt formation. A few low-volume slumps of the loose colluvium will continue to occur on the slope west of the site and along the slope above the driveway approaching the site. These slides are expected to be low in volume 5 c, , Geologic Hazard and Geotechnical Site Assessment 2015 and are more of a nuisance than a true hazard at this site. Erosion along the seawall is expected to be negligible due to the protection that the longshore sandbar provides to the shoreline. The medium sand fill used to embank the parcel is likely to be freely drained most of the time. For this reason, liquefaction of the soil is unlikely in a seismic event here. fid $ �e i� ; � �as� e *i+ 7 'ffii w p�q "°7 s.rg "+` b£ .'mom IN" ""''$9w ,10- a e`N� 3 yfl }" icy o PHOTOGRAPH 4—ROCK RETAINING WALL AND LOW SLOPE WITH A TERRACE AREA ABOVE 5.0 OTHER CONSIDERATIONS—EXCEPTIONAL GEOLOGIC HAZARD For completeness some recent geologic research should be mentioned and considered. Brian Atwater,a scientist at the University of Washington,and other researchers have concluded that the Olympic Peninsula could experience a "subduction zone"earthquake. There is evidence that an earthquake and related tsunami of this type occurred in the 1700's and several other occurrences have been tentatively identified. If such an earthquake does occur, it may be many times longer in duration, more energetic and more destructive than the other earthquakes that have occurred in the Western Washington Region during the modern period. If such an event were to occur, larger landslides than seen before might occur along marine bluffs due to the longer duration and the longer vibratory period of the expected motion of the ground. This type of event could also generate tsunami"tidal waves"that might affect this property and the sea-wall. Fortunately, the probability of such an event occurring within the economic life of the house seems to be low--perhaps 1 chance in 350 or 400 per year. The risk of large slope failures at this site due to this type of earthquake may be reduced by the considerable distance from this site to the fault line, a 6 Y Y Geologic Hazard and Geotechnical Site Assessment 2015 geologic feature that is about 60 miles offshore from the Pacific coast. The consolidation and cohesion of the underlying dense silt formation at this site also provides some assurance that the site has reasonable safety from seismic events. The setbacks recommended below provide protection from these risks. 6.0 CONCLUSIONS AND RECOMMENDED SETBACKS The geologic features of this site include a cohesive and dense silt deposit on the west that is unlikely to develop significant landslides. Mandatory setbacks from the seawall are more than sufficient to provide protection to the prospective residential structure on the site. If the recommendations below are followed, it is our opinion that the site has no significant geologic hazard and that this parcel provides a logical and prudent development site for a modestly- proportioned single family residence. • 15-Foot Geologic Hazard Buffer From the Westerly Slope Recommended A 15-foot toe of slope hazard buffer should be provided between the prospective residential structure and the toe of slope. This setback provides assurance that small slope failures and slumps will not affect the structure or endanger its occupants. The structure setback that corresponds to this geologic hazard buffer would be 20 feet being the sum of the 15 foot geologic hazard buffer and the 5 foot buffer-to-structure setback. • 16-foot Structure Setback From the Seawall Recommended Erosion along the seawall is expected to be negligible due to the protection provided by the longshore bar that lies beyond the canal on the east. (See Photograph 1.) Nevertheless, it is prudent to provide setback from the rock seawall to give protection during a seismic or tsunami event and to position the house in a zone that has less soil settlement potential. The minimum 30-foot structure setback from the ordinary high water line required for the shoreline buffer exception is more than sufficient to meet the geotechnical requirements. 7.0 THE LIMITATIONS OF THIS ASSESSMENT AND REPORT The observations and conclusions of this report apply only to the subject property and they are not transferable to nearby or adjoining property.This report is the property of the client and may be used by others only with his permission. The observations of this report were made during a limited reconnaissance study in which 7 Geologic Hazard and Geotechnical Site Assessment 2015 inferences were made from surface conditions. No borings, detailed measurements, soil testing or observations over time were made. Unknown subsurface conditions that were unseen could affect the outcomes of the study. Users who need a high level of reliance on the observations and conclusions of the study may wish to obtain further investigations. NTI Engineering and Land Surveying warrant that this study and the related report were conscientiously prepared in accordance with the practice of professional engineering and according to the principals of geotechnical science. No other warranty, neither express, nor implied, is provided herewith. Please call on the undersigned Engineers if you have questions about the contents of or the meaning of this report. For NTI Engineering and Land Surveying Sincerely yours, 4415. Ltr ' Aty o0 WASg4 0 to ., a _,.. '‘f4NAL fl r <, .rte Steve S. Luxton MSc, PE Trent T. Adams BSCE, EIT Senior Geotechnical Engineer Geotechnical Project Manager 1- fr , Cg_ 0vr 1il i Now 2 3 iu Ji-,ri RSt; COUNTY 8 L___"_�'T_t0FCCP;MUN'TYDM-!OPMENT t. a EXCERPTS FROM THE SHORELINE MASTER PROGRAM (5) Regulations—Exceptions to Critical Area and Shoreline Buffer Standards. (a) Nonconforming Lots—Development Allowed without a Variance (Modest Home Provision). New single-family development on any legal lot in shoreline jurisdiction that is nonconforming with respect to the required buffer standards may be allowed without a shoreline variance when: (i)The depth of the lot(distance from the ordinary high water mark to the inside edge of the frontage setback) is equal to or less than the standard shoreline buffer as indicated in subsection (4)(e)of this section;and (ii)The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than 2,500 square feet and the driveway is not more than 1,100 square feet.The building area means the entire area that will be disturbed to construct the home, normal appurtenances(except drainfields), and landscaping; and (iii)All single-family residences approved under this section shall not extend waterward of the common- line buffer;and (iv)Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces;and (v)Opportunities to vary the side yard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this program and Chapter 18_30 JCC;and (vi)The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas; and (vii)There is no opportunity to consolidate lots under common ownership that will alleviate the nonconformity;and (viii)The lot is not subject to geologic hazards; and (ix)All structures are as far landward as possible and not closer than 30 feet from the ordinary high water mark; and (x)At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition. ,D ) i Nov [ 3 2015 L IEFFERSI,N COUNTY PrPT OF COMIC_ 'ITY DEVELOPMENT ' A • Ar eu 4/7?,/,. '''''' ' . t,`..)v j , 2(JS r`,V 1 f<J/!I e. / , \ EDGE OF / I I IN ..AI \ .17 411 4� /' , , , iii 1/1/f‘, ,,,,,,,,,'';:/-‘\,v+-)_7:::.,.,::A/,ii,/ ` / j' IS 11� '/ / I A y/ f woranort / 1 � �f 1I III ;o lk 30'SETBACK FROM //// TOP OF BAN< -2.1 /, / • SG,a I ..----- 4=41" R LINE LP /5,, :z....4, . pa / 1 'bre/ •.0---.1":4,.;;.44,10444.♦ • ♦ n NEW RESIDENCE: J/ ,%� ♦� fii:♦ HOUSE i DECKS•1,928 9F moi% y;{f`, f �4,At.� i PERVIOUS PATIO•568 8F iwo.," r r 1'77:7 %♦/ TOTAL•2 SF SSSSZ774E / t, ittr i♦�i♦♦ 10.0.0' � ~'��;' 1...1.,:i.,:t7.7; ` ♦/ � ,, NEW GRAVEL DRIVE•IP33 SF i7 pea '' �. - ��IIII ,i ilii► _ _� .... .,: ,9170,'1 I .:m..... .< ,. .x.. ��Il� ��r - 90£DENCIIIV110 l 09O NON APE 0..lm.JJ SITE 1:=.L_AN T 1 [ c; EAV IDfz ul `r' i; SIPENGE NOV 't 3 :;.n15 .� _ Sia South Peabody St. L JI: I:AI" << .y\ III I I I :�,. a J:FFERSON000NTY Port Asada" "'9113a2DEPT OF I()MINTY NITY OFVFLOPMENT A IR. C H II T lE C T S Phnom(SSO) /6E-elle F. (aso) 462-7084 Jefferson County Permit Center, 621 Sheridan St. Fort Townsend WA 98368 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department PROM:. ie;"ed?es Auftw comm. (Water System Name) System Operator 1/q-v State ID Number 0 ?33 0 ki Total connections for which system is approved 25 0 Number of service connections existing (in use) o2f 2 Number of service connections committed , Date and results of most recent water bacteriological analysis -, • • &4 IL The hf dit, ',i-c,'�h- ( dfc��v1 vN��f C.'�.�k7 water system is capable of and will supply potable water to the following location: a.s•rs Parcel ID# `7,:ve (JOE- 1,0 O '; a ascription Site ;''. -ss c,26/015 S-10,3144 PaQ,�� a� �1 Pc(f-t- t-0 (0 ��r °hen gator Signature /(,/1�, Hca-- Date /4/1/1-5- EXPIRATION '1/1SEXPIRATION DATE OF THIS SERVICE COMMITMENT ii:lhomeiphnerc:Ainfohlth;pubes<411 8/95 2_092 5PiktAK-3 k( 02. JEFFERSON COUNTY 114'' °� DEPARTMENT OF COMMUNITY DEVELOPMENT ti , $ 621 Sheridan Street Port Townsend, WA 98368 February 12, 2002 Al Scaif, Director a'?"- RE: Dear Re ' er, RE: MLA02-00068 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: Site Plan Approval Advance Determination (SPAAD)-Single Family Residence Location: Parcel number 721 093 008, Lot T3, in Section 09, Township 27, Range 01 East, WM, located on S Point Rd, Port Ludlow, WA 98365 Comments must be received within fourteen (14) calendar days or byFebruary 26, 2002. 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 M FARFAN at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. 4.7) Thank you in advance for your attention to this matter. Sincere • •M A"FAN ( 1 ►PeRH 4-02eA �P� UT w40 To � MN► u� (TY IC \-t\-\ 12 ���E ��J�1 r( OJ -mut /�I 1 T T C TYPIC � Ja2 �U � Ti ) Zai ti iu 01v FLA e Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 w Mmm MmM� MM WM Wm Mm WM u_. !!A�- MtreiML. W_ MM.. W«. W.. W_ W� \ C ,� :I P. 9q, r � AN zr------ -„,,, r-s.-o —• N b 7313 O %,:\\\\ \\\\>\ �RpN tR � OI I\ � „. \ \ \ '' , 7)-- x cccz V Xc3 , — -;:-.....1/4\, \A6 I• � rnA , rnx z11 - `�\\.: , .,, I > , I \ , \,..„, 73x \ \ \ ....,„ m -.3-1 0 (� CJ ''� \\\''',.. \'`^ J NO 0 \ I rrn 0 O ti I 1 (C.° ^ \ O r�r Id • . 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J O � Z01 z � � � O —o � 3N � o (s,o �' 0 �'° NOOODrn d 011 tMl NCrnlzN � � U1 - i►c: 71N0 -r10 N i, 1 _, —1 O . --.‘ , — rAt p-z rn R1-10 > 6 . 10011U /1txf —a x . �n r � �rn A�A ___,L..._1 0 tri � No � = ON 0 j rn �13O o 7f :,� -1 (1' )- 60 -n Azo ri // �z-NNN o'-- m O 4. 00zArn > O ora � � � rn z rn v , rn z -( 0 co ii - Z NW IL/Y/LU I✓ CEL/ Conditions Associated With 10:47:27AM Case #: ZONO2-00017 Condition Status 1, Updated i Code By The proposal was reviewed against the site plan determination criteria of the Unified Development Code (Section 8.7). The criteria for approval is as follows: 1. The proposed site plan conforms to all applicable county,state,and federal land use,environmental and health regulations and plans,including but not limited to the following: The Jefferson County Comprehensive Plan and the provisions of the Unified Development Code. Staff comment:The application was reviewed for consistency under the provisions of the Unified Development Code, Comprehensive Plan,and Shoreline Master Program. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated,including open spaces,drainage ways,roads,and other public ways,potable water,sewerage disposal,fire flow and other improvements. Staff comment: The proposal was not required to be reviewed by the Jefferson County Environmental Health Department as the lot will be provided with a community drainfield system that is monitorered by the Jefferson County PUD#1. The parcel is approved for a 2 bedroom residence per Appendix J of letter dated January 16, 1996 and verification by phone call with Rita of Jefferson County PUD#. The applicant will be required to sign an agreement with PUD and pay a monthly service charge for the use of the system. The parcel will be served by the Bridgehaven water system per Water Availability Notification dated January 8,2002. Said Notification will expire on January 8,2003. The site is served by South Point Road a county local access road. A road approach and address have been applied for and an address of 2423 South Point Road has been assigned. The road approach permit will be issued with the SPAAD approval. A Small Parcel Erosion Control Plan will be required at time of building permit application. 3. The probable significant adverse environmental impacts of the proposed site plan,together with any practical means of mitigating adverse impacts,have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment,in accordance with the State Environmental Policy Act(SEPA)implementing the provisions contained within Section 8 of this Code and Chapter 43.21 C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i)identifies the construction of any residential structure of four(4)dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health,safety and general welfare. Staff comment:The proposal will not affect the public health,safety and general welfare. Page 3 of 3 CaseConditions..rpt (31.—NLZ-91. t/L MN) . 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JEFFERSON COUNTY PARCEL#721093008 Dear Mr. Lindberg and Others Concerned, 1.0 BACKGROUND AND SCOPE OF WORK NTI Engineering and Land Surveying(NTI)was requested to complete a geologic hazard study and geotechnical site assessment related to the potential development of the subject parcel. The property is Jefferson County parcel number 721093008 within the Southwest Quarter of Section 9,Township 27 North, Range 1 East, W.M.,within Jefferson County,Washington. The proposed development on this parcel will be governed by Chapter 18-25-270,Section 5(a)of the Jefferson County Shoreline Master Program. This chapter provides a development route for undeveloped parcels that cannot meet the recently enacted requirement for a "Standard Marine Buffer"of 150 feet landward of the high water mark. The marine waterfront parcel,faces east to a channel behind a long-shore bar on the west side of Hood Canal, Washington. A rock sea-wall runs along the shoreline whose seaward edge marks the ordinary high water line. The west side of the buildable area is bounded by a steep slope that rises 30 to 35 feet to South Point Road. The western-most and sloped portion of this site has been mapped by Jefferson County as having a potential landslide hazard. The parcel includes a rock retaining wall that is parallel to the frontage shown in Photographs#2 and#4. This retaining wall supports a terraced area roughly 6 higher than the lower area in Photograph 1, below. A long driveway that is almost parallel to South Point Road drops down to the parcel from above. The driveway appears to have been built to serve this parcel and each of the two adjoining lots. It was carved into the slope when the site was first developed about 30 years ago. , Geologic Hazard and Geotechnical Site Assessment . J i 1 J� ' °, 'fir_ .• ^�, ,(VIFFJT PHOTOGRAPH 1—NORTH-FACING VIEW OF THE SUBJECT PARCEL AND HOUSES ON THE SPIT Under the exemption terms of the Shoreline Master Program, it is necessary to position the proposed single family residence at least 30 feet landward of the ordinary high water line. A proposed site plan, based upon an accurate site survey, is attached in the Appendix to this report. The proposed residential structure is built into the terrace with a daylight basement format. A residential structure that is specifically designed for this site could have at least 25 feet of setback to the toe of descending slope on the west. 2.0 SITE CONDITIONS AND THE LOCAL GEOLOGIC SETTING Vegetation The site was cleared and prepared for construction of a single family residence about 30 years ago. Most of the site supports a dense growth of grasses and a few fruit trees. The westerly slope is well- vegetated with a dense ground cover of shrubs and brambles. Red Alder and Douglas Fir are the most successful trees on the slope. The Surficial Soils The Soil Conservation Service maps the area as having Kitsap Silt Loam soil. This soil was principally deposited on terraces and benches and it is Pleistocene in age. The presence of silt loam soil and stiff clayey subsoil was corroborated by on-site observations. The Geologic Setting The Coastal Zone Atlas of the Department of Ecology indicates that the site is underlain by pre-Fraser 2 K � Geologic Hazard and Geotechnical Site Assessment 2015 deposits noted as Qpf on the map below. The geologic map also indicates that Vashon Stade lodgement till,Qvt,a dense glacially deposited formation, is widespread in the upslope region. An arrow at the center of the map shows the approximate position of this parcel i E � °b l � ° 'ENT Qt f ,1 4 D .$ vRYLr IP f! ----aos 1. { ? 4 n FIGURE 1—GEOLOGIC MAP OF THE REGION THAT INCLUDES THE SUBJECT PARCEL (DOE) Exposures in the westerly and in the ravine on the west side of South Point Road showed moderately dense gray-brown Pre-Vashon silt forms the lower half of the hill slope there and all of the slope above the prospective house site. This inter-glacial silt deposit extends down the Toandos Peninsula on the south and it has been seen in many exposures there. The Qb deposits are Quaternary(post-Pleistocene) sandy beach deposits that were observed on the lower bench and the terrace where they were used for fill. Historic Landslides and Morphology Field examination of side-hill areas below South Point Road did not show rotational landsliding. Several lots along this reach of the shoreline have driveways carved into the slope and observations suggested that these installations are stable and that the slope is free from larger rotational slide scarps. NTI completed a study on the area directly upslope in 2014 and found only minor slumping and thin translational slides of the colluvium from the pre-Fraser silt formation that underlies the region. No large rotational slides were noted during field work. 3 { , • V LE Geologic Hazard and Geotechnical Site Asseg exit 2015 wow L., i•'!iWiY DEVELOPMENT .rte .f y;a ys� ,fir R .� r� c - ip r VII rit � f R 4. J' I' PHOTOGRAPH 2—THE SUBJECT PARCEL LOOKING SOUTH,WITH RETAINING WALL ON RIGHT 3.0 GEOTECHNIAL OBSERVATIONS AND INDICATORS Geotechnical Features of the Site The lowest part of this site is retained on the east by a rock seawall-revetment. The southern end of the sea-wall/retaining wall is shown in Photograph#3, below. Soil exposures along the shoreline show that the lot was filled with dredging spoils probably from the adjoining canal. Thus, most of the site appears to be underlain by medium sand and silty sand with shell fragments. NTI file information indicates that the fill was placed about 25 years ago. Probe testing of the sandy fill suggests that it now has a moderate density. A terrace area about 6 feet higher than the lower bench of the site is supported by an arc-shaped retaining wall constructed with large basalt rocks. A portion of that retaining wall is visible on the right in Photograph 2,above. Slope and Site Stability Indicators Several shallow excavations in the soil of the adjoining slope on the west showed stiff clayey silt. The material is resistant to probing due to its high shear strength. Weathering and cycles of wet and dry and frost heave have detached some of the silt from the underlying formation on the slopes above. Slumping and thin translational slides of the silty slope-cladding colluvium is main erosional mechanism affecting this site. Above and on the west side of South Point Road, a large area of mobile soil was noted within a broad 4 Geologic Hazard and Geotechnical Site Assessment 2015 drainage swale. This material and the steepness of the slopes well above the parcel may have led to the landslide hazard designation of the area. The larger-scale instability observed west of the road in a broad swale does not extend into this site, The presence of till formations in the upland area suggests that the Pre-Fraser formation underlying the site and the slope on the west has been consolidated under the weight of overlying glacial ice. Examination of the driveway into the parcel showed no sign of instability three decades after its construction. No seepage or signs of groundwater were observed in or along the escarpment at this parcel in the summer season at the time of the study. Observations suggest that the fill soil in the terrace is well- drained. y h n13s w,u- ,q • "YY 'a rr,,� l'rer k ' iy Troy wbz. n `�.tiw,9 Z4 ? t eA 74 s" C .", Rp a - "? , y N• `= .d r� ww^t i�" a r" A1;4' t :107,,A,ra ,,,y Z ez Y. ��nT d ,{n iY»T Vis. .,',,.' s K. * ,.* �mG%% . PHOTOGRAPH 3—ROCK SEAWALL AT THE SHORELINE BELOW THE PARCEL'S LOWER BENCH 4.0 CONCLUSIONS CONCERNING NORMAL GEOLOGIC HAZARD Large and deep-seated rotational slides that might envelope a large portion of the slope above this site are unlikely to occur at this site due to the strength of the underlying consolidated silt formation. A few low-volume slumps of the loose colluvium will continue to occur on the slope west of the site and along the slope above the driveway approaching the site. These slides are expected to be low in volume 5 I , Geologic Hazard and Geotechnical Site Asses inentrI / F -- and are more of a nuisance than a true hazard at this site. 1L J) Erosion along the seawall is expected to be negligible due to the protection that the longshore sand i� n rrJ provides to the shoreline. The medium sand fill used to embank the parcel is likely to be freely drained most of the time. For this reason, liquefaction of the soil is unlikely in a seismic event here. ,),,,18:::,!,.. ..4.n4.1,z„ ..,,,,, ,, .1.,,:,:,A,, -,_ ,), ,, - , , -r_ o, , .. .,. , ,,,,,, ,:, ,,e,.., , ,,,,t, ... ,, , - ti,;.„„ PHOTOGRAPH 4— ROCK RETAINING WALL AND LOW SLOPE WITH A TERRACE AREA ABOVE 5.0 OTHER CONSIDERATIONS—EXCEPTIONAL GEOLOGIC HAZARD For completeness some recent geologic research should be mentioned and considered. Brian Atwater, a scientist at the University of Washington,and other researchers have concluded that the Olympic Peninsula could experience a "subduction zone" earthquake. There is evidence that an earthquake and related tsunami of this type occurred in the 1700's and several other occurrences have been tentatively identified. If such an earthquake does occur, it may be many times longer in duration, more energetic and more destructive than the other earthquakes that have occurred in the Western Washington Region during the modern period. If such an event were to occur, larger landslides than seen before might occur along marine bluffs due to the longer duration and the longer vibratory period of the expected motion of the ground. This type of event could also generate tsunami "tidal waves"that might affect this property and the sea-wall. Fortunately,the probability of such an event occurring within the economic life of the house seems to be low-- perhaps 1 chance in 350 or 400 per year. The risk of large slope failures at this site due to this type of earthquake may be reduced by the considerable distance from this site to the fault line, a 6 Geologic Hazard and Geotechnical Site Assessment I � geologic feature that is about 60 miles offshore from the Pacific coast. IILJ The consolidation and cohesion of the underlying dense silt formation at this_site also provides q ( assurance that the site has reasonable safety from seismic events. The setbacks recommended-Eebvv --- provide protection from these risks. 6.0 CONCLUSIONS AND RECOMMENDED SETBACKS The geologic features of this site include a cohesive and dense silt deposit on the west that is unlikely to develop significant landslides. Mandatory setbacks from the seawall are more than sufficient to provide protection to the prospective residential structure on the site. If the recommendations below are followed,it is our opinion that the site has no significant geologic hazard and that this parcel provides a logical and prudent development site for a modestly- proportioned single family residence. • 15-Foot Geologic Hazard Buffer From the Westerly Slope Recommended A 15-foot toe of slope hazard buffer should be provided between the prospective residential structure and the toe of slope. This setback provides assurance that small slope failures and slumps will not affect the structure or endanger its occupants. The structure setback that corresponds to this geologic hazard buffer would be 20 feet being the sum of the 15 foot geologic hazard buffer and the 5 foot buffer-to-structure setback. • 16-foot Structure Setback From the Seawall Recommended Erosion along the seawall is expected to be negligible due to the protection provided by the longshore bar that lies beyond the canal on the east. (See Photograph 1.) Nevertheless, it is prudent to provide setback from the rock seawall to give protection during a seismic or tsunami event and to position the house in a zone that has less soil settlement potential. The minimum 30-foot structure setback from the ordinary high water line required for the shoreline buffer exception is more than sufficient to meet the geotechnical requirements. 7.0 THE LIMITATIONS OF THIS ASSESSMENT AND REPORT The observations and conclusions of this report apply only to the subject property and they are not transferable to nearby or adjoining property.This report is the property of the client and may be used by others only with his permission. The observations of this report were made during a limited reconnaissance study in which 7 I Y , Geologic Hazard and Geotechnical Site Assessment 2015 inferences were made from surface conditions. No borings, detailed measurements, soil testing or observations over time were made. Unknown subsurface conditions that were unseen could affect the outcomes of the study. Users who need a high level of reliance on the observations and conclusions of the study may wish to obtain further investigations. NTI Engineering and Land Surveying warrant that this study and the related report were conscientiously prepared in accordance with the practice of professional engineering and according to the principals of geotechnical science. No other warranty, neither express, nor implied, is provided herewith. Please call on the undersigned Engineers if you have questions about the contents of or the meaning of this report. For NTI Engineering and Land Surveying Sincerely yours, ID Ecti-Quv -s. --- • / a rf 7 TONAL4 Steve S. Luxton MSc, PE Trent T.Adams BSCE, EIT Senior Geotechnical Engineer Geotechnical Project Manager 8 (- .r.i4 :-... ' Vii` EXCERPTS FROM THE SHORELINE MASTER PROGRAM (5) Regulations—Exceptions to Critical Area and Shoreline Buffer Standards. (a) Nonconforming Lots—Development Allowed without a Variance(Modest Home Provision). New single-family development on any legal lot in shoreline jurisdiction that is nonconforming with respect to the required buffer standards may be allowed without a shoreline variance when: (i)The depth of the lot(distance from the ordinary high water mark to the inside edge of the frontage setback) is equal to or less than the standard shoreline buffer as indicated in subsection (4)(e)of this section; and (ii)The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than 2,500 square feet and the driveway is not more than 1,100 square feet. The building area means the entire area that will be disturbed to construct the home, normal appurtenances(except drainfields), and landscaping; and (iii)All single-family residences approved under this section shall not extend waterward of the common- line buffer; and (iv)Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces;and (v)Opportunities to vary the side yard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this program and Chapter 18.30 JCC; and (vi)The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas; and (vii)There is no opportunity to consolidate lots under common ownership that will alleviate the nonconformity;and (viii)The lot is not subject to geologic hazards; and (ix)All structures are as far landward as possible and not closer than 30 feet from the ordinary high water mark;and (x) At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition. • I .., r - •, (', - !, • i!, \, r F.-:. -1 ; 1 V , • .,f) 11: 1, \,V ii,_, 1:. \, • I : t' F-------- ------- -11 1); ' 1 I ': !! 11 I Li u li :_.::L-1.:6. C,.lui;TY ...LI : r'' \' Vi) EDGE ar I I i 1 1(9to4J:If I 1 \ _i NNW •4 , //' \ :,--,„1-1. 7 :.;, :.-',-i-,/ /I 1 // ' ------ ,.......i--,?:.• , ; / ,„. / v .c r .1 ri -e.,-*". ft/9 833 tto i'fil .../ / ,a / nor or , 1 -0---bIRERRaV i , ,,,:,. / , ..„......... ,/,' , SETBACK FRai TOP CF BANC .411, i I , -0* ,r1 r , `..-------- HAFILTITErlif LINE . I / . ,/ boll ...AO ..torAorv,rs--.. i / .1 / e/1„...140.:1‘.4.-.W4, / 01010.0c;ro. Wori4. / ' . loo:„..0.----sw a 444/::„ , .1# / PROPOSED NEW RESIDENCE ; # t $Ati ' FICUSE i DECKS•028 W / 2M -.'‘'r Ko"cvp,1IlL1:1o1,+,I-1r-:Ao"Ww:fi- i I// FERVICUS TIPVOATTAItLO••2,4% oDRE033S8F S FEf ( . ,.. .., ._.._,..,-I EtACT r.rw•wourt IS LAWLOR SITE BaCHWIRK: Y' TOP OG AV PPE a-470-G3 SITE 1=.1....AN is NORTH I:)IL,1 5R-7- izESIIDENC, IK: llakia:; I:Al,, it*, ,-I\ III I I I 319 South Peabody SC ) Snits III Pori &Win. WI 99382 ARCHITECTS ph.:(360) 462-aue ram(S60) 462-7004 _:, / . . ; L J EXCERPTS FROM THE SHORELINE MASTER PRC GRAM L._ - - _ r. ny- (5) Regulations—Exceptions to Critical Area and Shoreline Buffer Standards. (a)Nonconforming Lots—Development Allowed without a Variance(Modest Home Provision). New single-family development on any legal lot in shoreline jurisdiction that is nonconforming with respect to the required buffer standards may be allowed without a shoreline variance when: V(i)The depth of the lot(distance from the ordinary high water mark to the inside edge of the frontage as indicated in subsection 4 e of this setback) is equal to or lessp than the standard shoreline buffer ( )( ) section;and (,Z .S T�. ii)The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than 2,500 square feet and the driveway is not more than 1,100 square feet.The building area to construct the home, normal a means the entire area that will be disturbedPurtenances (except drainfields), and landscaping; and "2--t 4-416i 4) k. 0 3 8tap Arc e." ✓(iii)All single-family residences approved under this section shall not extend waterwardi of the common- line buffer;and CAq cot, w..o'- t fig- bca. #er _ tviA. t/(iv)Appropriate measures are taken to mitigate all adverse impacts,including using low impact development measures such as perviouspavement for driveway and other hard surfaces;and pe•C vL.°" 17(v)Opportunities to vary the side yard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this program and Chapter 18.30 JCC;and [.....sii $u,Pfle4 20 / cr514...:1-17) B /vi)The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas;and ree( e ep Et V(vii)There is no opportunity to co solidate lots under common ownership that will alleviate the V nonconformity;and &I4 4 (viii)The lot is not subject to geologic hazards; and I. Q' r _CO(M.I&Rit�{�� c'lr i S o.iy- -Fm CU 17(ix)All structures are as far landward as possible and not closer than 30 feet from the ordinary high j water mark;and Vix)At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is e maintained in a naturally vegetated condition. C__ n G 6 ,p are rr UGcJ C R5 (�2i v� V— Cmc U (j4- 6 Le. 1., L04-- ( �� _ re-Qt.„...„, v -r 0-4,(7417,c- cecc - ',yf ��„r t, < f 1. p••. y� ,g ' 1 t{ . 1'�Cj ,per .. 441{M w i. fn y i �. i :- Waterfrpnt a . Keviq r 'M. Miller tsm "/ ,i } '41131 AFF B5, 39 � 8. ,_ - rA ° ° -..8y.n z a-E f w -s • - . • .. r Y - s K t X41 ,�.* .i 2 es ld a Y :'V' ` Y .,...-Nq._ -.lat '$ ./. � ' T > s 4• '41 L oa W l" eta +4+ 1,F�` ., t�. t TAP --V V...4 ` fir°'' F I .111110. � '`' s' 4 Yb " Vw JL''iL6,' x ''5 , t4m1.i i RFS gr;+ T'f • `'A' ..'t,. ,,.. 4 .r4-r....,.-.. ...V y•y. is :+ ' 4. ' ..: Mt> 1' .` a ."17:::- .''' ''.'''� z' �I Rrv. � - idt 'i M . 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II' i ,, '''' ,' / ''''',A.,' ,,•- .:....4 ,i r,. ,!, olk ', j*,',411S.,44.4, „el.,w ,p,, , ,. ,,,,,i , 4 i to #4 letir ^ .-: ".•41 • 1 Lindberg and Smith Architects From: David W.Johnson <djohnson@cojefferson.wa.us> Sent: Monday, November 16, 2015 9:06 AM To: Lindberg and Smith Architects Cc: David W.Johnson Subject: RE: Drury property at Bridgehaven Attachments: SPAAD Packet.pdf Attached are the forms. Fees a e $546.00 for DCD, $160 for EH and $19.50 for scanning. Call Sally the Permit Technician at 379-4452 to schedule an inta - . ...'. ment. From: Lindberg and Smith Architects [mailto:lindberg@olypen.com] FEriE Sent: Monday, November 16, 2015 8:40 AM To: David W.Johnson <djohnson@co.jefferson.wa.us> Subject: Drury property at Bridgehaven Good Morning David, We have received the geo-tech report and topography map from NTI Engineers and have developed a site plan using that information. What forms and procedure do we need to provide regarding filing for a SPAAD? Bill Lindberg 1 \\\0 � 2015 -\lt OGPt - 1 Parcel Details Page 1 of 2 Y � Jefferson Count - :77. r Home :• County Info re.r Departments Search Parcel Number: 721093008 SEARCH Parcel Number: 721093008 Printer Friendly Owner Mailing Address: DAVID G WRIGHT PO BOX 1391 PAHOA HI96778-1391 Site Address: 2423 SOUTH POINT RD PORT LUDLOW 98365 Section: 9 School District: Chimacum (49) Qtr Section: SW1/4 Fire Dist: Port Ludlow (3) Township: 27N Tax Status: Taxable Range: 1E Tax Code: 0231 Planning area: Paradise Bay (8) Sewer: Drainage: Bank: View 1: View2: Zoning 1: RR-5 - Rural Residential Zoning 2: Zoning 3: V M1- Sub Division: Assessor's Land Use Code: 9800 - Garages, Outbuildings, Other Imps �1 Property Description: S9 T27 R1E TAX 3 (N 200') INC. TL'S Tax, A/v, Sales, Photos, and Permit Data Bldg Data Ma• Parcel lats &Surveys Septic Monitoring Info - Herm County • HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?value=721093008 11/25/2015 Up Front Parcel Review Parcel 721093008 Printed: December 2, 2015 DAVID G WRIGHT Site Address(es): PO BOX 1391 2423 S POINT RD PORT LUDLOW, WA 98365 PAHOA, HI 96778-1391 Parcel Number: 721093008 S-T-R: 9-27N-1 E Total Acreage 1.j Legal Description S9 T27 R1E TAX 3 (N 200')INC. TL'S Land Use: 9800 Flood District: Fire District: 3 Planning Area: Flood Map(FIRM)Panel No: School District 49 Zoning: g_%- COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ VI Plot plan states "property line" [ ( Assessor's Map(Property lines 2.60h,mitted plot plan must match the property lines as identified on the Assessor's 114 map) [ (,]" Legal Access to Property An. NO _P 9-2_ — 2C- [ Parcel Tags or Scanned Documents <ES NO Co [ fie]" ESA's: Special Reports Nearby YES NO [ Li Designated Ag YES 4 _ [ V]- Shoreline Designation NO -€2 c c t [ ] Shoreline Slope Stability: NO UAL('k_h G2 A— S � Stream Type:YES FWHCA: NO Wetlands: YES 1 [- Rare Plants:YES Seismic: .. NO Landslid-iiirtNO U t 3 a �-, ,.E l`�t-od e r Flood: 4164 NO tkA ()... ( '�C6��r.�" c 1,1--e- Erosion: YES N Aquifer Recharge Are.eil, NO S(�C SIPZ: none At Ris High Risk oastal CMZ: none High Risk Moderate RiskDiscoirec ed CMZ Stormwater site plan submitted: YesNo [ t/ Forest Lands: YES 110/ Adjoining Forest Lands: Commercial/ Rural/ Inholding [ 1„,,,r— Mineral Lands: YES ,AgjP [ ✓( Agricultural Lands: YES 0 [ L]'Archaeology: YES 0 [ No Shooting Zone: YES a [ ti 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:A' .ort YES NO MRL YES NO Forest Lands YES NO [ Landscaping Required: Yes 010 [v( Parking Spaces Re' ired NO 0 Other I vr Building Height: 40 UBC Standard [ / Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential:4P Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building overage:60%in Rural Industrial Lands only [ V Total Building(s) Size: RVC:20,000 SF CC: 5,1..000 SF NC:7,500 SF GC: 10 000 SF All others:subject to s ptic&water constraints/None specified Setbacks: Front: Left Side: S Right Side: Rear: O Shoreline Setback: LSHA Setback: [✓] Road Classification: Road Approach: 4MM NOT REQ'D RAP 0 2_ -2-5- [ -- [ SEPA Required: YES [ Flood Certificate: 4 4 [ !a' Existing Case(s)&Condition(s): Violations: Yes No [ V Recorded Date of Subdivision: AFN Over 5yrs—UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ t.}' Lots/Require Declaration of Restrictive Covenant YES dr) submitted: YES NO [ ✓( UGA No Protest Agreemen Ssubmitted: YES NO [ ✓( Site Visit conducted NO L Z / ? (( (N-6,) [ t, Require Final Zoning Approval YES [j,, ADMIN: Setbacks entered in Permit Plan case al.YES New Parcel Tags entered in Permit Plan 410 YES Special Reports Scanned /A YES Title No Updated Parcel tags found for parcel 721093008 1.) WSRC Coaching - 2011-08-08, SG 08/22/2013 SMP Parcel tags found for parcel 721093008 2.) WSRC Coaching- 2011-08-08, SG 08/22/2013 CAO Cases Associated with APN 721093008 Review Cases Name Type Status Planner CAM15-00381 BURNHAM NA M David Wayne Johnson Application Received: 8/4/2015 Permit Issued/Case closed: 8/4/2015 Case Finaled: LOOKING TO PURCHASE PROPERTY-STANDARD QUESTIONS ON bLDG AND ZONING CAM15-00422 DRURY NA M David Wayne Johnson Application Received: 8/26/2015 Permit Issued/Case closed: 8/26/2015 Case Finaled: Possibility of building a single tamely home. CAM15-00488 LINDBERG NA M Anna Bausher Application Received: 9/30/2015 Permit Issued/Case closed: 9/30/2015 Case Finaled: Buildability of non-conforms f In shoreline jurisdiction. M LA02-00068 RAP02-00025 MLA02-00068 SCHOENFELD I F Application Received: 2/11/2002 Permit Issued/Case closed: 3/4/2002 Case Finaled: 5/20/2002 ROAD APPROACH &911 -SOU I H POINT RD ZONO2-00017 MLA02-00068 SCHOENFELD E Michelle Farfan Application Received: 2/12/2002 Permit Issued/Case closed: 3/4/2002 Case Finaled: Site Plan Approval Advance Determination(SPAAD)-Single Family Residence M LAI5-00078 ZON15-00043 MLA15-00078 DRURY I P David Wayne Johnson Application Received: 11/25/2015 Permit Issued/Case closed: Case Finaled: SPAAD- For Single Family Residence Development PRE04-00001 SCHOENFELD F Greg Ballard Application Received: 1/13/2004 Permit Issued/Case closed: 1/28/2004 Case Finaled: BUILD DOCK OR BOAI LII-I 1\tidemark\data\forms\R_Parcel_CRMIA.rpt 12/2/2015 Page 2 of 2 0i-a0e ;/61.,;� D,lil0Q :JO] ,�*r»...• TIN w mxs r� � wum 'e MIIO 'wml :u 03103113 e� 0,.ul rMap5.101-0.1.1.11 Al. rw.v'o �2nJl'1S .�I(./C�D.Ib0�01 •Onn's�ao.uaxscNaalsarnlIIION �uroi 01U1.n i ktbriYi?:40a‘ : a z I n _____ \-------_________.-------------\'--''------ _____---__:: - <m r.8 David W. Johnson From: Randy Marx Sent: Wednesday, December 09, 2015 11:53 AM To: David W. Johnson Subject: MLA15-78, ZON15-43 Hi David Health has the following comments: • The property has a connection to a community septic system. A future"Tank Only" permit will be required from the health department. The application requires a design by a licensed septic system designer. • The submitted plot plan shows a proposed septic tank and transport line. Both must be removed as no approval is given nor implied that these locations meet current code and could be permitted in the future. Retain the existing Sewer stub. • The western property line is not shown accurately • No approval from health is granted for the size or location of the proposed home shown. Za"dg Zftreix Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><(((( > ><trc's ><( (( :o ><(((r> <((qo < (( ><>><> ><(((r> Septic Permits Online (Link) Environmental Health Web Site (Link) CONFIDENTIALITY NOTICE: chis e-mall message, indudng any attachmonts,is for the sole use of the. intended recipiennt(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state taw found at RCW 42.56. 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Wed Dec 02 14:13:45 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C1... 12/2/2015 12/4/2015 ' CCEL% Conditions Associated With 10:47:27AM Case#: ZONO2-00017 Condition Status Updated Code Title Hold Status Changed By Tag Date By 7001 F-Custom Universal Finding None NOT MET 2/22/2002 MKF South Point Road is a county local access road(C447609). 7001 F-Custom Universal Finding None NOT MET 2/22/2002 MKF A county road approach has been applied for(RAP02-00025)and an address of 2423 South Point Road has been assigned to the parcel. 7001 F-Custom Universal Finding None NOT MET 2/22/2002 MKF Per phone call of February 20,2002 from Shelly Ament,WDFW,there is"no conflict"and an eagle management plan is not required. 7202 F-Confirmed ESAs None NOT MET 2/22/2002 MKF The application was reviewed by the Jefferson County Department of Community Development staff on February 12,2002for 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: SUSC aquifer recharge,Eagle,suburban shoreline designation. 7204 F-Aquifer Recharge Area None NOT MET 2/22/2002 MKF Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 7205 F-Susc.Aquifer Recharge Area None NOT MET 2/22/2002 MKF Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7602 F-SDP Exemption:Residence-SF None NOT MET 2/22/2002 MKF The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.5, which exempts the"construction by an owner,lessee,or contract purchaser of a single-family residence Qin shoreline jurisdiction]for the owner's or owner's family's use..."from the substantial development permit(SDP)requirements under certain provisions. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State,or local permit or license requirements. 7701 F-SEPA Exempt None NOT MET 2/22/2002 MKF 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). 7751 F-Site Plan Changes None NOT MET 2/22/2002 MKF The site plan as submitted with the SPAAD application on February 11,2002 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 February 22,2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7752 F-Approval for Only None NOT MET 2/22/2002 MKF This approval is for a SPAAD 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. 8001 W/IN 200 FEET OF SHORELINE None NOT MET 2/22/2002 MKF If development is proposed to be located within 200 feet of the Ordinary High Water Mark(OHWM),it is subject to the provisions of the Jefferson County Shoreline Management Master Program. 8501 F-Consistent with UDC None NOT MET 4/17/2002 SFP Page 2 of 3 CaseConditions..rpt 12/4/2015 CCELl Conditions Associated With 10:47:27AM Case #: ZONO2-00017 Condition Status Updated Code Title ,, hold Status Changed By Tag Date By The proposal was reviewed against the site plan determination criteria of the Unified Development Code(Section 8.7). The criteria for approval is as follows: 1. The proposed site plan conforms to all applicable county,state,and federal land use,environmental and health regulations and plans,including but not limited to the following: The Jefferson County Comprehensive Plan and the provisions of the Unified Development Code. Staff comment:The application was reviewed for consistency under the provisions of the Unified Development Code, Comprehensive Plan,and Shoreline Master Program. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated,including open spaces,drainage ways,roads,and other public ways,potable water,sewerage disposal,fire flow and other improvements. Staff comment: The proposal was not required to be reviewed by the Jefferson County Environmental Health Department as the lot will be provided with a community drainfield system that is monitorered by the Jefferson County PUD#1. The parcel is approved for a 2 bedroom residence per Appendix J of letter dated January 16, 1996 and verification by phone call with Rita of Jefferson County PUD#. The applicant will be required to sign an agreement with PUD and pay a monthly service charge for the use of the system. The parcel will be served by the Bridgehaven water system per Water Availability Notification dated January 8,2002. Said Notification will expire on January 8,2003. The site is served by South Point Road a county local access road. A road approach and address have been applied for and an address of 2423 South Point Road has been assigned. The road approach permit will be issued with the SPAAD approval. A Small Parcel Erosion Control Plan will be required at time of building permit application. 3. The probable significant adverse environmental impacts of the proposed site plan,together with any practical means of mitigating adverse impacts,have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment,in accordance with the State Environmental Policy Act(SEPA)implementing the provisions contained within Section 8 of this Code and Chapter 43.21C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i)identifies the construction of any residential structure of four(4)dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health,safety and general welfare. Staff comment:The proposal will not affect the public health,safety and general welfare. Page 3 of 3 CaseConditions..rpt 12/4/2015 C.CEL Conditions Associated With 10:47:27AM Case #: ZONO2-00017 Condition Status Updated Code Title Hold Status Changed By , ; Tag Date By 0701 Duration and Limitation None NOT MET 2/22/2002 MKF Duration of Approval-Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five(5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five(5)year period,the Site Plan Approval Advance Determination(SPAAD)cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval-Approval of the site plan shall not guarantee the performance of specific site features or improvements(e.g.wells,septic systems,stormwater drainage facilities,etc.)and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD)and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site plan approval advance determination application. Approval of a site plan under this section does not constitute authority to comence any development or building activity until such time as final authorizing permits are issued(e.g.,septic,wells,stormwater management,or building permit,etc.). Modification to an approved site plan may be required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please request a copy of Section 8.7 of the UDC for criteria pertaining to modifications). 2001 Custom Universal Condition None NOT MET 2/22/2002 MKF A minimum of two(2)on-site parking spaces shall be provided for the single family residence. 2001 Custom Universal Condition None NOT MET 2/22/2002 MKF Maximum building height shall not exceed 35 feet. 2001 Custom Universal Condition None NOT MET 2/22/2002 MKF Minimum setback from South Point Road shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from ordinary high water mark(OHWM)shall be 30 feet. 2210 SHORELINE SETBACK None NOT MET 2/22/2002 MKF The identified Fish and Wildlife Habitat Area shall maintain a vegetative buffer setback of 30-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM)to any future development. 2216 Aquifer Recharge Conditions(SFR) None NOT MET 2/22/2002 MKF Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However,during construction the project shall follow the Best Management Practices(BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 2217 Seawater Intrusion Areas None NOT MET 2/22/2002 MKF To help prevent seawater from intruding landward into underground aquifers,all new development activity on Marrowstone Island,and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff,to the maximum extent practicable,onsite. 2401 BMPs None NOT MET 2/22/2002 MKF 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. 2402 Stormwater Plan None NOT MET 2/22/2002 MKF The SPAAD Site Plan dated February 11,2002 identifies a drywell for stormwater located within the buildable area of said site plan. At time of building permit application,applicant/contractor shall submit a small parcel erosion control plan. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 2604 Setbacks as Specified None NOT MET 2/22/2002 MKF Setbacks for accessory developments shall be as specified under Shoreline Master Program Section 4.105 Urban,Section 5.50 Commercial Development,and Section 5.160 Residential Development. 7001 F-Custom Universal Finding None NOT MET 2/22/2002 MKF The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. Page 1 of 3 Caseconditions..rpt n1— I FE'S( S.P.A.A.D. PL01-C ,rq�h For Steve & Vicki Drury 3510 North Shore Blvd N.E. Tacoma, WA 98422 For property at: 2423 South Point Road Tax Lot #3 Parcel `B' Bridgehaven Tax Parcel # 721-093-008 Prepared by Lindberg & Smith Architects 319 S. Peabody Street Port Angeles, WA 98362 (360 452-6116 imh June 6, 1996 page 2 At the time of hookup the lot owner/customer will enter irlto a separate customer went with the P1)0 as specified In appendix J of the owner's Operation and Maintenance Manual. At that time the FUD will go over individual responsibilities and obligations. We look forward to providing you service, if you have any question please call. Sincerely, 4=7 Fes G_ Par r iJ I1 L Manager _ —.,_.�--- JF I Li'',1 i;a',TY _ nrpT nr,(E�'__ DF.V`_LOPMENT J GP/rml enclosure 1. Appendix J - Customer Agreement 2. Appendix 1 - Notice of Customer Sewage Facility Maintenance. 3. Invoice dated 5/31/96 for a two bedroom reservation fee. 4. Invoice dated 5/31/96 for a one bedroom reservation fee. eii2f -.mum 5143 Bupple6au suop,senb due Spey noR ppnoys aw Ileo aseeld -aolnleS JO)4UGwaaJ8y iewo;sno pue saouepuodsauioo pesolaue ees swat(' .00.0ort so aa; uorleAIasai Sul Rluo pled sett pue uoploauuoo woojpaq-osv.i e pau6lsse ueeq sett pond anoge eta li eseyd 'waisds pit94gtiiodAl nulwo0 sapl.iedo.ld elnsuluad aI aO -900-£60-1,ZL#feed 10-1 ; r i : zenos tivaH _uoguaut' #i ,f u 11 j1 w Ji ' 'd OE:60 ::91.141 toot '6 ,Crenuer LZ£l•-6L£-09£ : xed ite :i 'ie Td WdP :Se z00Z 60 'uer SL'6SSBE692 : 'ON 3N0Hd 003d3rTufd : woans. is it a i r FROM : PUDiJEFFCO PHONE NO. : 3603955945 Jan. 09 2002 05:35P11 P3 APPENDIX J ;I s l CUSTOMER AGREEMENT FOR r EFFLUENT COLLECTION, TREATMENT, AND DISPOSAL ERVICE TAX 3 PARCEL #721093008 II � . Lot , Volume of Plats/Surveys, Page I I` L C�[—E._. V - Name of Plat/Survey: L; Served by I COYLE PENINSULA PROPERTIES ' ris��„l�ouNiY - COMMUNITY DRAINFWEL.D SYSTEM, PHASE II Cfif,IuNnrWirt OPMENT Parties This Agreement, hereinafter referred to as CUSTOMER AGREEMENT, is made this day of 19 . by and between PUBLIC UTILITY DISTRICT NO. 1 OF JEFFERSON COUNTY (PUD), Post Office Box 929, Port Hadlock, Washington 96339 (hereinafter refoered to as OWNER), and the following (hereinafter referred to as CUSTOMER): Customer Name(s): ALVIN E. SCHOENFELD Address: PORT LUDLOW, WA 98365 Street City State Zip )erng the legal owner and/or purchaser of the following described property: RESERVATION FEE $200.00 RESERVE FOND $700.00 Tn erms aConditions (2) BEDROOMS HOOKUP FEE $150.00 Jr) consideration of and upon receipt of_ dollars (S ) plus the monthly charge described herein, the OWNER agrees to provide septic tank effluent collection, treatment, and disposal service (hereinafter referred to as SERVICE), as set forth in the Owner's Operation and Maintenance Manual for the Coyle Peninsula Properties, Community Draintield System, Phase II (hereinafter referred to as Managemerrt Plan). Informational copies of the Management Plan are available for review, upon request, from the OWNER. APPENDIX J - Page 1 of 3 t Jefferson County Permit Center, 821 Sheridan Si, Port Townsend WA 98368_ \ C` I WATER AVAILABILITY NOTIFICATION j 1 PUBLIC WATER SYSTEM I�.;; J[FFE CNN COUNTY TO: Jefferson County Environmental Health Department , ,,,> P TY InPMFNT FROM:. /j 'h d?e i e.,J CM`h. Cl y' h (Water System Name) System Operator 1,q-u i.c. (\1114, tiS' State ID Number 0e.3 3 O Total connections for which system is approved _45 C Number of service connections existing (in use off/ ?.. Number of service connections committed i e Date and results of most recent water bacteriological analysis s v The 4fric e4/4-c/e4 atiN7cirri c'f, CL 4 water system is capable of and will supply potable water to the following location: Assessors Parcel IG 7 /e 93 d O ' Legal Description Site Address A5 ssC u'te. ,Da,"31- �d {pec fi I_0 ate ca Operator Signature /' Date / l/rS EXPIRATION DATE OF THIS SERVICE COMMITMENT % ‘: H•\home whIerrtAinfohlth1Pub:s(Dug 8/35 Y Lindberg and Smith Architects From: Steve Drury <SteveDrury@sharpemixers.com> Sent: Friday, September 04, 2015 1:02 PM To: Kevin Miller (kevin@pthomes.com); kevinmillerrealestate@gmail.com; Lindberg and Smith Architects Cc: Vicky Drury Subject: 2423 South point Rd power Kevin/Bill I called Jeff. County PUD to ask about power hook up. Spoke to Casey 360-385-8370 He said essentially"no problem" the PUD would provide a new service and pipe from the closest transformer to the bottom of the pole as long as I am within 300 feet cost is$620.00 a permit required. From the pole to my meter (which I assume is in my costs) is my responsibility. I got the impression I can use the county right away until I got to the lot. It would be underground so I will need an electrician and contractor when the time comes. jD CL.._ [IVIS I 1 . , z 3 JEFFERSON COU?JTY DEPT PF COMMUNITY DEVEIOPfMENT 1 L a rkr-v 2 3 2015 J �1 S P A A D. _ ,3C'rco, ,v�� • • • • _Du"- it nr IT For Steve & Vicki Drury 3510 North Shore Blvd N.E. Tacoma, WA 98422 For property at: 2423 South Point Road Tax Lot #3 Parcel 'B' Bridgehaven Tax Parcel # 721-093-008 Prepared by Lindberg & Smith Architects 319 S. Peabody Street Port Angeles, WA 98362 (360 452-6116 V I 1 3 l • / a• JEFFERSON COUNTY '7:CN' ., 1 C--: °C°4" DEPARTMENT OF COMMUNfrY DpVELOPINENT 621 Sheridan Street 44 Port Towneen`d•Washington 98 r 1 360/378-4450. 360/379.4481 Fax www.co.Jefferson.wa. lir k ' elopment Master Permit Application C7) ' U O )LoChNCa°r tie �' J Project Description(include separate sheets as necessary): _ rlfECDr.rssli'11`rE=��P' Tax Parcel Number: ?2J' G79r3 'eY78 Property Size: '4 ( el/zi,, --r(acreslsquare fee( Site Address and/or Directions to Property:i g.... .Ss . t.�T et �uoL ow Property()worts)of Record: 2 c../41 t L3 L.. Telephone: ' 1 r Fax:. emaiC t,c c .. Mailing Address c„___�. ,s; ) a.3_1 �a 125 -”' �a ! C_` ti �,-�`�•g Applicant/Agent(If different from owner): '",�,y'11E,. Secy Telephone:2S3• - . Fax emelt: t7k;GJ (, fL. Mailing Address: .1 b �ir> L, .1-,� ?, v j' �, —"- Mailing a„ , y,iii t:C E i 2;\ •t What kind of Penult?(Check each box that applies) Building 0 Variance(Minor,Major or Reasonable Economic Use) 0 Demolition Permit 0 Conditional Use(C(a),C(d),or C)** Single Family 0 Discretionary"D'or Unnamed Use Clessificatlon 0 Garage 'ached/Detached 0 Special Use(Essential Public Facilities)" 0 Manufactured Home 0 Boundary tine AdJusbnent 0 Modular 0 Short Plat" 0 Commercial* ❑Binding Site Plan" 0 Change of Use 0 Long Plat" 0 Address 0 Road Approach 0 Planned Rural Residential Development(PRRDVAmendments" 0 Propane 0 Plat Vacatlon/Aiteration" 0 Allowed"Yes'Use Consistency Analysis 0 Shoreline Master Program ExempUon/Pem t Revisions" 0 Stomwater Management 0 Shoreline Management Substantial Development" kg Site Plan Approval Advance Detemmhnatkn(SPAAD)' 0 Shoreline Management Variance 0 Temporary Use 0 Comprehensive PIanIUDC/Land Use District Map Amendment 0 Wireless Telecommunication• 0 Jefferson County Shoreline Master Program Amendment 0 Forest Practices Act/Release of Six-Year Moratorium 'May require•P w-APW)callon Conference "Requires a ProAppPcaden Conference Please Identify any other local,stats or federal permits required for this proposal,If known: I hereby designate DESIGNATION OF AGENT to act as my agent in matters relating to this application for permit(s), OWNER SIGNATURE Date: By signing this appseaeon form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or k's knowledge. My material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnity and hold harmless Jefferson County against all Ilabfities,Judgments,court costs,reasonable attorneys fees and expenses which may In any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of eppucation review and any required later Inspections.Access and right of entry to this property shad be(equesfed and shall occur only during regular business hours. Signature: Date: The action or actions Applicant wit undertake as a resuk of the Issuance of this permit may negatively Impact upon one or more threatened or endangered species and could bad to a potential'take"of an endangered species as those terms are defined in the federal law known as the Endangered Species Ad"or"ESA.'Jefferson County makes no melanges to the applicant that the actions that will be undertaken because this permit hhas bIf you are in een issued violate the ESA. Any Individual,group or agency can file a lawsuit on behak of an endangered species wending your octants)pliance with the Jefferson County development code.The Applicant acknowledges that he,she or it hods individual and non- transferablees ibIty to for adhed ns and complying with the ESA. The Signature: • I Applicant has read this disclaand signs and latae M below. - Date: SY4 I ", icCs LJ G:\PermicCenunr\FORMS\DAD FOAMS\Muter Permit Application I Z30-05.doc 1 FROM : PUDIJEFFCO - PHONE NO. : 3603855945 Jan. 09 2002 05:34PM P2 \-T6-- C LIE:17'. ---- \ Utility District #1 Of Uefferscn Cour ....y C11 R June 6, 1996 L —lEc`I 'r-7---- �,nll?'"N 1 �f nrnT c1 i ' I v n�nP.FPIT '' --- '":! f Alvin E. Schoenfeld 5336 Butterworth Road Mercer Island, WA 98040-4729 r L `T.. . . .w_ NN Re: Coyle Peninsula Properties Community Drainfield System, Phase II Dear Mr. Schoenfeld: In compliance with State and County ordinances Public Utility District No. 1 (PUD #i) of Jefferson County has agreed to manage your community septic system, and has entered into a written agreement with Coyle Peninsula Properties to perform those duties. This assumption of management implies a shared responsibility between the property lot owners and the PUD for maintenance, repair, and operation of the septic system. The PUD's portion of that responsibility has associated costs which must be accounted for by the PUD. These costs include routine monitoring,grounds maintenance,system and operation checks, utility maintenance costs, record keeping, permits, and system repairs. The method currently used by the PUD to cover septic system costs has four components: 1) A ,,nn time up-front reservation fee of $100.00 per bedroom for those lot oweers Ahe are not yet hooked up to the system to cover those actions necessary regardless of the number of people on the system. 2) A $150.00 hookup fee to pay for the PUD's costs to inspect the physical connection to the system, and an administrative fee. To be paid at the time of request for service. 3) A $350.00 per bedroom fee for a dedicated system reserve fund to pay for major system repair/replacements. To be paid at the time of connection or upon demand. 4) Once connected, a monthly service charge (currently $13.50) to cover the costs of routine maintenance and operational functions associated with the syst orn will be billed on a bl-monthly basis. The Jefferson. ('.. ,y 'h:rsltt: Department has approved the septic system and therefore. your initial payment for either reservation of your connection, or your actual hook-up fees are due to the PUD. 2. Colw•ii atnot/P.O.9o•*29,Part Headlock.WaIhinyton 49279 lam 29G•SBOO FAX:940)nefi.Gg6j June 6, 1996 page 2 At the time of hookuo the lot owner/customer will enter trig) a separate customer ware/norm with the PUD as specified in appendix J of the owner's Operation and Maintenance Manual. At that time the PUD will go over individual responsibilities and obligations. We look forward to providing you service, if you have any question please call. Sincerely, ries G. Par r Manager J GP/rml enclosure 1. Appendix J - Customer Agreement 2. Appendix I - Notice of Customer Sewage Facility Maintenance. 3. Invoice dated 5/31/96 for a two bedroom reservation fee. 4. Invoice dated 5/31/96 for a one bedroom reservation fee. elra •,a}lew sq; Buip.ie6ei suogsenb/(ue eneq noR moils aw Ilea aseald 'aclMOS JOJ lueweadiy iewolsno pue seouopuodsauoo pasopue ees aseald '00'o0Zt Jo eel uollenias9J 0141 Aluo pied seq pue uolpeuuoo wooipaq-onnq e peu6isse ueeq seg footed eAoge 0141 II ese14d 'tuomAs 's�° Pt : Ql i nu1woG salpadold elnsuluad ald03 -900-£60-I•ZL# lamed :ea ,1 zenos true :uoguagy i II `' --.._, .. t •w•d o£:bo :eau EOdZ '6 enQef L2£1.-6L£-09£ : xed ee I Td Wdii:SO Z00Z 60 'Uer SV6SS0209£ : 'ON 3N0Hd O dd3rTdfld : t4O1 Ara . 1 r FROM : PUDiJt-r CO PHONE NO. : 3603655945 Jan. 09 2902 05:35PM P3 � , E �I • APPENDIX J 1, E : , 1 CUSTOMER AGREEMENT l 3 FOR EFFLUENT COLLECTION, TREATMENT, AND DtSF'CSAI SERVICE TAX 3 PARCEL #721093008 Lot Volume of Plats/Surveys, Page; � Name of Plat/Survey: J L O V Ir, Served by COYLE PENINSULA PROPERTIESJ - COMMUNITY DRAINFIELD SYSTEM, t HASE II , �,,;['arm I _._,. *PI n il!.111UNITYDFVFIDPMENT Parties This Agreement, hereinafter referred to as CUSTOMER AGREEMENT, Is made this day of 19 by and between PUBLIC UTILITY DISTRICT NO. 1 OF JEFFERSON COUNTY (PUD), Post Office Box 929, Port Hadlock, Washington 98339 (hereinafter referred to as OWNER), and the following (hereinafter referred to as CUSTOMER): Customer Name(s): ALVIN E. SCAOENFFT.11 Address: PORT LUDLOW, WA 98365 Street City State Zip :)erng the legal owner and/or purchaser of the following described property: RESERVATION k"tt $200.00 RESERVE FUND $700.00 'ernis arid Conditions (2) BEDROOMS HOOKUP FEE $150.00 to consideration of and upon receipt of dollars ($ ) plus the monthly charge described herein, the OWNER agrees to provide septic tank effluent collection, treatment, and disposal service (hereinafter referred to as SERVICE), as set forth in the Owner's Operation and Maintenance Manual for the Coyle Peninsula Properties, Community Drainfieid System, Phase Il (hereinafter referred to as Management Plan). Informational copies of the Management Plan are available for review, upon request, from the OWNER. APPENDIX J - Page 1 of 3 r Jefferson CourPermit Center, 621 Sheridan Si, Por- Townsend WA 98368 WATER AVAILABILITY N©TIPICATI illi r PUBLIC WATER ER SYSTEM i n�I I J I -J TO: Jefferson County Environmental Health Department FR©M:. bin cl?e I1 AUeL.) CAm'1. 01y` h (Water System Name) System Operator e , 1 411/4S' 1/4S' State ID Number 0 S'3 3 ry Total connections for which system is approved 250 Number of service connections existing (in use A/ Number of service connections committed ,.i e Dateand results of most recent water bacteriological analysis 2 /L6_4( 5' — 5-4 il S C:41 ki The 41--,dieX4.i..'e,42 CrwtMurfft, e1-4 water system Is capable of and will supply potable water to the following locations: Assessors t arcei ID# `�a/e q3°OE' Legal Description Site Address �(/! 5 soL iit Pc.,,if al Pc(--t- I-,Jat0cu Operator Signature ckaJ Date /641/5- EXPIRATION Cil/.5-EXPIRATION DATE OF THIS SERVICE COMMITMENT /91///‘ ' H:Ihonxlpncrcltinfoh,Hn;putrtiofm 8/95 Lindberg and Smith Architects From: Steve Drury <SteveDrury@sharpemixers.com> Sent: Friday, September 04, 2015 1:02 PM To: Kevin Miller (kevin@pthomes.com); kevinmillerrealestate@gmail.com; Lindberg and Smith Architects Cc: Vicky Drury Subject: 2423 South point Rd power Kevin/Bill I called Jeff. County PUD to ask about power hook up. Spoke to Casey 360-385-8370 He said essentially"no problem" the PUD would provide a new service and pipe from the closest transformer to the bottom of the pole as long as I am within 300 feet cost is$620.00 a permit required. From the pole to my meter (which I assume is in my costs) is my responsibility. I got the impression I can use the county right away until I got to the lot. It would be underground so I will need an electrician and contractor when the time comes. D OMEs. :T'1: 2 3 J L, IEFrERSGNC:OLNTV DEPT OF COi.iMUNITY DEVELOPM NT 1 2423 South Point Road, Port Ludlow, WA Jefferson County Parcel # 721093008 Geologic Hazard and Geotechnical Site Assessment Prepared For Lindberg & Smith Architects & Mr. Drury November 2015 I -L I �'PI ?T Qc CD",41 P+_ 1 -C�PI9ENT • ` " NORTHWESTERN TERRITORIES, INC. ie_ 717 SOUTH PEABODY STREET.PORT ANGELES,WA 98362 ii et Engineers 0 Land Surveyors 0 Geologists IR .. Construction❑Inspection❑ Materials Testing y- ; (360)452-8491 Email:infoAnti4u.com NTI NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 Engineers L.Land Surveyors-Geologists x. Construction Inspection Materials Testing Port Angeles(360)462-8491 E-Mail:info(ainti4u.com NT/ Irl 1E C E \J E November 16, 2015 I Lindberg and Smith Architects L .; 319 South Peabody Street I Port Angeles,Washington 98362 [''EZSG ' PrIY Attn: Mr. Bill Lindberg,AIA Subject: GEOLOGIC HAZARD AND GEOTECHNICAL SITE ASSESSMENT OF THE UNDEVELOPED PROPERTY AT 2423 SOUTH POINT ROAD IN PORT LUDLOW,WASHINGTON 98365. JEFFERSON COUNTY PARCEL#721093008 Dear Mr. Lindberg and Others Concerned, 1.0 BACKGROUND AND SCOPE OF WORK NTI Engineering and Land Surveying(NTI)was requested to complete a geologic hazard study and geotechnical site assessment related to the potential development of the subject parcel. The property is Jefferson County parcel number 721093008 within the Southwest Quarter of Section 9,Township 27 North, Range 1 East, W.M.,within Jefferson County,Washington. The proposed development on this parcel will be governed by Chapter 18-25-270, Section 5(a)of the Jefferson County Shoreline Master Program. This chapter provides a development route for undeveloped parcels that cannot meet the recently enacted requirement for a "Standard Marine Buffer"of 150 feet landward of the high water mark. The marine waterfront parcel,faces east to a channel behind a long-shore bar on the west side of Hood Canal,Washington. A rock sea-wall runs along the shoreline whose seaward edge marks the ordinary high water line. The west side of the buildable area is bounded by a steep slope that rises 30 to 35 feet to South Point Road. The western-most and sloped portion of this site has been mapped by Jefferson County as having a potential landslide hazard. The parcel includes a rock retaining wall that is parallel to the frontage shown in Photographs it 2 and#4. This retaining wall supports a terraced area roughly 6 higher than the lower area in Photograph 1, below. A long driveway that is almost parallel to South Point Road drops down to the parcel from above. The driveway appears to have been built to serve this parcel and each of the two adjoining lots. It was carved into the slope when the site was first developed about 30 years ago. Geologic Hazard and Geotechnical Site Assessment 2015 444 PHOTOGRAPH 1—NORTH-FACING VIEW OF THE SUBJECT PARCEL AND HOUSES ON THE SPIT Under the exemption terms of the Shoreline Master Program, it is necessary to position the proposed single family residence at least 30 feet landward of the ordinary high water line. A proposed site plan, based upon an accurate site survey,is attached in the Appendix to this report. The proposed residential structure is built into the terrace with a daylight basement format. A residential structure that is specifically designed for this site could have at least 25 feet of setback to the toe of descending slope on the west. 2.0 SITE CONDITIONS AND THE LOCAL GEOLOGIC SETTING Vegetation The site was cleared and prepared for construction of a single family residence about 30 years ago. Most of the site supports a dense growth of grasses and a few fruit trees. The westerly slope is well- vegetated with a dense ground cover of shrubs and brambles. Red Alder and Douglas Fir are the most successful trees on the slope. The Surficial Soils The Soil Conservation Service maps the area as having Kitsap Silt Loam soil. This soil was principally deposited on terraces and benches and it is Pleistocene in age. The presence of silt loam soil and stiff clayey subsoil was corroborated by on-site observations. The Geologic Setting The Coastal Zone Atlas of the Department of Ecology indicates that the site is underlain by pre-Fraser 2 Geologic Hazard and Geotechnical Site Assessment 2015 deposits noted as Qpf on the map below. The geologic map also indicates that Vashon Stade lodgement till, Qvt, a dense glacially deposited formation, is widespread in the upslope region. An arrow at the center of the map shows the approximate position of this parcel. N. ' 1 '.p }} Opflieff / FIGURE 1—GEOLOGIC MAP OF THE REGION THAT INCLUDES THE SUBJECT PARCEL (DOE) Exposures in the westerly and in the ravine on the west side of South Point Road showed moderately dense gray-brown Pre-Vashon silt forms the lower half of the hill slope there and all of the slope above the prospective house site. This inter-glacial silt deposit extends down the Toandos Peninsula on the south and it has been seen in many exposures there. The Qb deposits are Quaternary(post-Pleistocene) sandy beach deposits that were observed on the lower bench and the terrace where they were used for fill. Historic Landslides and Morphology Field examination of side-hill areas below South Point Road did not show rotational landsliding. Several lots along this reach of the shoreline have driveways carved into the slope and observations suggested that these installations are stable and that the slope is free from larger rotational slide scarps. NTI completed a study on the area directly upslope in 2014 and found only minor slumping and thin translational slides of the colluvium from the pre-Fraser silt formation that underlies the region. No large rotational slides were noted during field work. 3 - 1 Geologic Hazard and Geotechnical Site Assessment 2015 • 40"." �nv PHOTOGRAPH 2—THE SUBJECT PARCEL LOOKING SOUTH,WITH RETAINING WALL ON RIGHT 3.0 GEOTECHNIAL OBSERVATIONS AND INDICATORS Geotechnical Features of the Site The lowest part of this site is retained on the east by a rock seawall-revetment. The southern end of the sea-wall/retaining wall is shown in Photograph#3, below. Soil exposures along the shoreline show that the lot was filled with dredging spoils probably from the adjoining canal. Thus, most of the site appears to be underlain by medium sand and silty sand with shell fragments. NTI file information indicates that the fill was placed about 25 years ago. Probe testing of the sandy fill suggests that it now has a moderate density. A terrace area about 6 feet higher than the lower bench of the site is supported by an arc-shaped retaining wall constructed with large basalt rocks. A portion of that retaining wall is visible on the right in Photograph 2, above. Slope and Site Stability Indicators Several shallow excavations in the soil of the adjoining slope on the west showed stiff clayey silt. The material is resistant to probing due to its high shear strength. Weathering and cycles of wet and dry and frost heave have detached some of the silt from the underlying formation on the slopes above. Slumping and thin translational slides of the silty slope-cladding colluvium is main erosional mechanism affecting this site. Above and on the west side of South Point Road, a large area of mobile soil was noted within a broad 4 , ' , Geologic Hazard and Geotechnical Site Assessment 2015 drainage swale. This material and the steepness of the slopes well above the parcel may have led to the landslide hazard designation of the area. The larger-scale instability observed west of the road in a broad swale does not extend into this site. The presence of till formations in the upland area suggests that the Pre-Fraser formation underlying the site and the slope on the west has been consolidated under the weight of overlying glacial ice. Examination of the driveway into the parcel showed no sign of instability three decades after its construction. No seepage or signs of groundwater were observed in or along the escarpment at this parcel in the summer season at the time of the study. Observations suggest that the fill soil in the terrace is well- drained. .:' V ASS. } � ' Y + ' a _.*10,3? $ " 'gym ' , ." tri q C „ m,S^ _ .�K1K'-0 a - G PHOTOGRAPH 3—ROCK SEAWALL AT THE SHORELINE BELOW THE PARCEL'S LOWER BENCH 4.0 CONCLUSIONS CONCERNING NORMAL GEOLOGIC HAZARD Large and deep-seated rotational slides that might envelope a large portion of the slope above this site are e unlikely to occur at this site due to the strength of the underlying consolidated silt formation. A few low-volume slumps of the loose colluvium will continue to occur on the slope west of the site and along the slope above the driveway approaching the site. These slides are expected to be low in volume 5 • • Geologic Hazard and Geotechnical Site Assessment 2015 and are more of a nuisance than a true hazard at this site. Erosion along the seawall is expected to be negligible due to the protection that the longshore sandbar provides to the shoreline. The medium sand fill used to embank the parcel is likely to be freely drained most of the time. For this reason, liquefaction of the soil is unlikely in a seismic event here. R • m Y- T Ftp--Yr. •$ .. Ati4, � , PHOTOGRAPH 4—ROCK RETAINING WALL AND LOW SLOPE WITH A TERRACE AREA ABOVE 5.0 OTHER CONSIDERATIONS—EXCEPTIONAL GEOLOGIC HAZARD For completeness some recent geologic research should be mentioned and considered. Brian Atwater, a scientist at the University of Washington, and other researchers have concluded that the Olympic Peninsula could experience a "subduction zone" earthquake. There is evidence that an earthquake and related tsunami of this type occurred in the 1700's and several other occurrences have been tentatively identified. If such an earthquake does occur, it may be many times longer in duration, more energetic and more destructive than the other earthquakes that have occurred in the Western Washington Region during the modern period. If such an event were to occur, larger landslides than seen before might occur along marine bluffs due to the longer duration and the longer vibratory period of the expected motion of the ground. This type of event could also generate tsunami "tidal waves"that might affect this property and the sea-wall. Fortunately,the probability of such an event occurring within the economic life of the house seems to be low--perhaps 1 chance in 350 or 400 per year. The risk of large slope failures at this site due to this type of earthquake may be reduced by the considerable distance from this site to the fault line, a 6 Geologic Hazard and Geotechnical Site Assessment 2015 geologic feature that is about 60 miles offshore from the Pacific coast. The consolidation and cohesion of the underlying dense silt formation at this site also provides some assurance that the site has reasonable safety from seismic events. The setbacks recommended below provide protection from these risks. 6.0 CONCLUSIONS AND RECOMMENDED SETBACKS The geologic features of this site include a cohesive and dense silt deposit on the west that is unlikely to develop significant landslides. Mandatory setbacks from the seawall are more than sufficient to provide protection to the prospective residential structure on the site. If the recommendations below are followed,it is our opinion that the site has no significant geologic hazard and that this parcel provides a logical and prudent development site for a modestly- proportioned single family residence. • 15-Foot Geologic Hazard Buffer From the Westerly Slope Recommended A 15-foot toe of slope hazard buffer should be provided between the prospective residential structure and the toe of slope. This setback provides assurance that small slope failures and slumps will not affect the structure or endanger its occupants. The structure setback that corresponds to this geologic hazard buffer would be 20 feet being the sum of the 15 foot geologic hazard buffer and the 5 foot buffer-to-structure setback. • 16-foot Structure Setback From the Seawall Recommended Erosion along the seawall is expected to be negligible due to the protection provided by the longshore bar that lies beyond the canal on the east. (See Photograph 1.) Nevertheless, it is prudent to provide setback from the rock seawall to give protection during a seismic or tsunami event and to position the house in a zone that has less soil settlement potential. The minimum 30-foot structure setback from the ordinary high water line required for the shoreline buffer exception is more than sufficient to meet the geotechnical requirements. 7.0 THE LIMITATIONS OF THIS ASSESSMENT AND REPORT The observations and conclusions of this report apply only to the subject property and they are not transferable to nearby or adjoining property.This report is the property of the client and may be used by others only with his permission. The observations of this report were made during a limited reconnaissance study in which 7 Geologic Hazard and Geotechnical Site Assessment 2015 inferences were made from surface conditions. No borings, detailed measurements, soil testing or observations over time were made. Unknown subsurface conditions that were unseen could affect the outcomes of the study. Users who need a high level of reliance on the observations and conclusions of the study may wish to obtain further investigations. NTI Engineering and Land Surveying warrant that this study and the related report were conscientiously prepared in accordance with the practice of professional engineering and according to the principals of geotechnical science. No other warranty, neither express, nor implied, is provided herewith. Please call on the undersigned Engineers if you have questions about the contents of or the meaning of this report. For NTI Engineering and Land Surveying Sincerely yours, 4'S. L . 4" aw^s44.'gyp col 1�Af'.7 1,116,a r 7 Q4 JONAL � Cfi Steve S. Luxton MSc, PE Trent T. Adams BSCE, EIT Senior Geotechnical Engineer Geotechnical Project Manager 8 4 •. EXCERPTS FROM THE SHORELINE MASTER PROGRAM (5) Regulations—Exceptions to Critical Area and Shoreline Buffer Standards. (a) Nonconforming Lots—Development Allowed without a Variance (Modest Home Provision). New single-family development on any legal lot in shoreline jurisdiction that is nonconforming with respect to the required buffer standards may be allowed without a shoreline variance when: (i)The depth of the lot (distance from the ordinary high water mark to the inside edge of the frontage setback) is equal to or less than the standard shoreline buffer as indicated in subsection(4)(e) of this section;and (ii)The building area lying landward of the shoreline buffer and interior to required sideyard setbacks is not more than 2,500 square feet and the driveway is not more than 1,100 square feet.The building area means the entire area that will be disturbed to construct the home, normal appurtenances(except drainfields), and landscaping; and (iii)All single-family residences approved under this section shall not extend waterward of the common- line buffer; and (iv)Appropriate measures are taken to mitigate all adverse impacts, including using low impact development measures such as pervious pavement for driveways and other hard surfaces; and (v)Opportunities to vary the side yard and/or frontage setbacks are implemented to reduce the nonconformity when doing so will not create a hazardous condition or a condition that is inconsistent with this program and Chapter 18.30 JCC;and (vi)The residence is located in the least environmentally damaging location relative to the shoreline and any critical areas;and (vii)There is no opportunity to consolidate lots under common ownership that will alleviate the nonconformity;and (viii)The lot is not subject to geologic hazards;and (ix)All structures are as far landward as possible and not closer than 30 feet from the ordinary high water mark; and (x)At least 80 percent of the buffer area between the structures and the shoreline and/or critical area is maintained in a naturally vegetated condition. `i � uI )) COUNT' F'IlCo14ENS p[P5 Of CO^ '11111 D A x ' I III I il EDGE♦weir lik 1i' 11 NOS'�J'JItF i • 7 f 1 (? / / ,' i a�aoimj 4 fra-W b b �` i ,r .... \11174--/;:./ ;: 7 / ` if i vl 30'BETBACK FROM qy°���/ TOP OF BMK • �c / � _nl r� N TER APPROXIMATE , Aiwil / , / i pi° ••••• / / PROPOSED NEW R'c91DENCE: ii •! �eiyi %� 140USE E DECKS•1,928 9F Sp: ri�ir�i PERVIOUS PATIO.568 SF / % { �if/,"i, wN!`��i�/ TOTAL•2045613F ope4 '0 SSSS27TF �� i.N „�4�j'yr�����4�/ 10.00' ,A ��e'rllip�• / �� t NEW GRAVEL DRIVE• Ip33 8F ./10,11111#4 I . ,./t; fcl. s u . e.._ � '!' i op:fite-,:-4----.------_.- 4" w .--,. 4. .,--; - '...,.q./Ort? -41' 47 i �...R. 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