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ZON2014-00042
JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: THE BLUFFS CONDO ASSOC. KBCA 1760 KALA POINT DR PORT TOWNSEND WA 98368 DATE ISSUED: November 05,2014 DATE EXPIRES: November 05,2015 MLA NUMBER:MLA14-00084 PROJECT PLANNER:Anna Bausher PROJECT DESCRIPTION: TREE TRIMMING PROJECT LOCATION: Parcel Number: 965 300 099, Section 26, Township 30N, Range 1W, located off of Kala Point Drive, Port Townsend, WA 98368 CONDITIONS: 1.) All recommendations as set forth in the Arbortist Report prepared by Dan Field,submitted on October 13, 2014, shall be conditions of this permit.The report numerically specified the two proposed trees for vegetation removal as followes: "Both trees can be pruned as requested. (Removal of 2-3 limbs from the 2 trees in question)After, no further limbing should be done on Tree 1 for at least a couple of years since it was limbed last year". 2.) 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. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on October 27, 2014 for the potential presence of Environmentally Sensitive Areas(ESAs)under the provisions of the Unified Development Code(UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Stable and Unstable Shoreline Slope Stability, Slight Landslide Hazard, Susceptible and Special Aquifer Recharge Protection Area,At Risk Seawater Intrusion Zone. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drillec on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge(primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells).The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 7.) The parcel is located within an At Risk SIPZ (seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L(milligrams per liter). 8.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industria Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 9.) The site plan as submitted with the Tree Vegetation Removal Permit application on October 13, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated November 5, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for tree pruning 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. 11.) A Special Report(Arborist Report)was submitted in conjunction with the application to address the tree pruning and vitility of the trees in question. Given the level of pruning requested in this application, the Arborist Report as submitted on October 13, 2014 prepared by Dan Field is acceptable. 12.) This parcel is within a no shooting area per JCC 8.50. 13.) The parcel has been designated as RR1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 14.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 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. dpo l n � i' Administrator MLA14-00084 \\tidemark\data\forms\F MLT_IssuePermit_U.rpt 11/5/2014 Page 2 of 2 F0neme:T.1P'd 1.t42163{JfdsfoliMV_mxASge_- .,...:31512012 Sd I ' c i c I�' f 0 h v. vT 0 �S t { 7 0 p © 1A � 1 e)‘ P::' ,,3 N5 ? I t X1 33 •71.1' �- ®ogle} . 9 z a i' ' � � ° C._ .. :Lr,�^rP:,=.+:i=„ O j Dun Zone 1 Slope Stability Classes of N Kale Point Q Miller and Others(1985) ///A�� P. Townsend,Washington Bluff Zone 2 W'� p Bluff Zone 3 Class 2 y E NOV — 5 2014 all Bluff Zone 4 Class 3 NOTE: 0 300 600 I SITE PLAN © Bluff one 5 1.Aerial photography from (��( Google Earth TM mapping service. �1�ii March 2012 Approximate Weft 2.Approximate locations of slope slablity classes Feet .k��ii'ii ZC�'9 OLocation 8 Designation the within iclPOtia shown�c ' ';,n,y'Z ZL �,J IT`f1Q) ,j' •PMENT SIGNATURE: S r4w Y-an ,4 e!--,-- Map Output M rage 1 01 1 i • ArcIMS HTML Viewer Map tf 1 (X.))14 ._ .., ,3 til. 4.. •� Legend tF Selected Features •)..�$ JC_Roads � , Parcels-H / Landslide Hazard .3(XX.22h 96 h s=-•, @t," ... N n a,^•rr '.tYl::.cr.cba_...,CI.8"t Cost,Co'c'a¶r'..;:,.•.. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Sep 16 13:32:32 2014 97° E APPROVED I ; OCT 1 3 2014 SITE PLAN 1 I FERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT NOV - 5 2014 JEFFERSON COUNTY DEPT.OF CO MUNITY D EVELOPM[N T SIGNATURE: tt14.-y— _oi... u'fi--e.4 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/16/2014 • •• .,�,gorr ca JEFFERSON COUNTY !� �-E a V--��. .` •-�,`\� r� DEPARTMENT OF COMMUNITY DEVELOPMENT !l!� ) 1 `\ ` ''4 621 Sheridan Street • Port Townsend •Washington 98368 OCT�� t 1 3 2014 360/379-4450 • 360/379-4451 Fax gS, N�( .O www.co.jefferson.wa.us/commdevelopment ` 1 ': JEFFERSON COUNTY Master Permit Application -�? OF COM�t�llfll.Y�F�!`tOPMENT pp MLA:::....:.,__ — Project Description (include separate sheets as necessary): re, .!'s Iac_ck " -., t Y1 ci 5 Tax Parcel Number: 5) 5 3 17 0 0 2 5 Property Size: (acres/square feet) Site Address and/or Directions to Property: Cap- tv oirta S toe, M '24—`p�. 13 t_Lt s..s c-'U id u--r', . Property Owner(s)of Record: 4 r OLK. �. , .h4 a Yt&1K tUY1" * S SO C(,q„1tbti"►Lo:C4) Telephone: 3'7' –113g--0 Fax: email: - U e�k�c �4.1�e• Levi Mailing Address: 2 -- V �1 � 4.. t', 1A.,_ r, ` l.•Iik--.41-,11‘. Applicant/Agent(if different from owner): Vw t -i ` i : e. �r rL 4,tr• /k_ A Telephone: Fax:_ email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home .❑ Modular - ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use , ❑ Boundary Line Adjustment ❑ Address ❑Road Approach_ ❑Short Plat** / ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑:sign - ❑ Planned Rurai Residential Development (PRRD)/Amendments** 7 ❑Allowed"Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference X Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the a�p-l^icati`that he,,pr she wants prior notice. Signature:�`�1 Pletih.et,,/t,t+le • Date: ld / The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable cesponsibilit for ad erin o and complying with the ESA. The Applicant has read this disci imer nd si ns and dates it below. Signature: ti 111'4'Z rTe�/►�a/t--"le..-I..-- Date:l O�lL�( e • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: ` Type of Sewage Disposal: C New C Wood Existing: 1 Sewer Addition C Steel Proposed: Bank S Community System C Alteration/Remodel C Concrete Total: Height: C Individual System C' Repair • C Masonry SEP Permit# _ I Demolition C Other: Bedrooms: Water Supply: • Existing: Setback: u Private well ❑ Two Party Type of Heat: Proposed: C Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank i Above ground Tank Size of Propane Tank: 1 Heat Stove I Cook Stove i Woodstove i Fireplace Insert I Hot Water Tank I Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only . Amount Revision Main Floor Heated EH Bld App Review: 2"d Floor Heated Consistency Review: Other Heated Base fee: Mezzanine Additional Section: _ Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated .. Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: t♦SI 149 28 Cash/Check Number: ESTIMATED COST(REQUIRED) Date: 'Fair market value of all labor and materials foundation to finish 101 1--. /i i4 Initials: S-(e G:\PermitCenter\###FORMES###\DRD MR VC\r',,—,,,,r t r,w-...,...\a r__.__„____._ , , . • c.oN JEFFERSON COUNTY A DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368(Web:www.co.iefferson.wa.us/communitydevelopment 4. *et*,.. Tel:360.379.44501 Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us ESN!N G C Building Permits&Inspections I Development Consistency Review I Long Range Planning 1 Watershed Stewardship Resource Center TreeNegetation Supplemental Application MLA# PROJECT/APPLICANT NAME: W' "' u I4 r D+1J raft}0L-P2. 14( Submittal Requirements EOEWE [ ] Master land use application (MLA) \ ` r— -- I [ ] Stormwater calculation sheet i '"I OCT 1 3 2014 i [� Application fee( $228 base) J i U IX] Site plan JEFFERSON COUNTY pc] Photographs of request(two sets) DEPT.OF COMMUNITY DE"EIOPMENT ,K] Special report submitted (i.e. geotechnical report, arborist report) [ ] Home Owners Association request packet/CC&Rs (if applicable) Nature/reason of request: NATURE/REASON OF REQUEST: The request is for removal of the 2-4 lowest limbs from each of 2 mature Douglas Firs. The intention is to restore water views for owners within Kala Bluff Condominium Association (KBCA) through what we term view "Corridor C." KBCA is a sub-association within Kala Point. CONTINUED ON THE BACK OF THIS PAGE. ALSO SEE ATTACHED ORIGINAL CAM MAPS. • Location of trees: See attached Map 1 for approximate locations. Both trees are on KBCA property associated with parcel #965300025. Tree #2 is approximately 2 feet within KBCA's property, which abuts Kala Point's parcel #965000348 (See Photo 1). And Tree #1. is approximately 15' further landward and approximately 20' from the edge of the KBCA condominium deck (See Photos 2 and 3). Vegetation in this area is considerable, as the Geotech report also underscores. 'j�6es /06.__44c4/4/ Cfv S 30do et 9 Anna Bausher's previous review of the shoreline: On 9/16/14 Anna Bausher completed a preliminary CAM review (see attached) and concluded that the KBCA parcel #965300025 "appears to be outside shoreline jurisdiction (200 feet from the ordinary high water mark)...." However, it also appears that this parcel is "at least partially within a geologically hazardous area or the buffer." The relevant geological assessment addresses this issue. The geological report on Zone 5: Regarding geological hazardousness, Kala Point's geotech report from March, 2012, by Shannon & Wilson, Inc. and Coastal Geologic Services (See relevant pages attached) confirms that the hazard in the area of the trees is very low. The conclusion on p. 19 reads: "We did not observe evidence of recent instability in this zone" (Bluff Zone 5) and "only minor toe erosion was observed in the north end of Zone 5 as it nears the more active Zone 4." Vegetation is "heavy on bluff face" (see Table 1, Zone 5, table attached) The trees for limbing are at the southern end of Zone 5, one of the most, if that the most, stable area on the Kala Point bluff shoreline. (See all 5 zone locations on the site plan by Shannon & Wilson attached) The trees' locations are at the southern end of Zone 5, the least hazardous part of that zone. The arborist report: In October of this year Dan Field, certified arborist, (See attached report) concluded that "both trees can be pruned as requested." Given this information, we believe the County's decision to allow light limbing of the two trees should be an easy one to make. Dwight Oberholtzer for KBCA Chair, KBCA Tree Committee 1 I ,4 - • . . d * _ • 74774 *, • '"'''' .4,41, 7 4 4111464‘. ' o' Ant'74 1n4.4 14 -,t;'t, 1 •- ,,, i ...... ' 4. , .....:- ,.. , . 44 , A , ,,_4t- "Alfini#4,1.44, 7 ".,- *4' , ., _ • 7 1 r t 711.# 4., - ..., .., . 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' (t ',1 :"- 11. ..„.. 1 ' 01 ;`..ii. .• • --■Z. 4111‘;' i e 1 4; ,.." 7 11411" ' ' , • •..,.... 111111 ":. • - AO- •••. - . . .t ..f., , ' .4 ,',' •11:41.144%, . ,t. . . • .. . ,',. ,■ 'i,1 . ..-" .., 7: ._ • ...•."'\ ' - .,-4.-) . ..... . 1 I. , . • ' L ■. ■. , .. . . . -■ .. . .. ... 1• ........10‘, , , ' .. Taal .4 , • ! ,4.. •' . , 1. ..,.. MI , Ilk Eh. 1"7? -------------, - a . i■ io --, ilipc. ,s s , rro "oh -:-" c-, c...,._, i- --- I, Y t * f , c:,1 ,-,, , ,--.... z, (ID --n L::_______H...„ CD 4 -V ffl rrl -■.1 ,..., --;Atror, - . 16 1 0 0 Arborist Report QV Dan Field D r OCi 1 3 2014 Field's Tree Care LLC ISA Certified Arborist PN-6880A »FFusuo, oti o roi 0FP1OF corn Licensed Bonded Insured # FIELDTC876DH For: Kala Bluff Condominium Association Request: Removal of 2-3 limbs from the 2 trees in question. Observation: All desired pruning is within the ramifications of correct pruning techniques observed in the Kala Point Community. Both trees are healthy tall Douglas Firs. Please see pictures below. Recommendations: Both trees can be pruned as requested. After, no further limbing should be done on Tree 1 for at least a couple of years since it was limbed last year. Tree 1 Tree 2 it.y r t • ' . A' 'i"I !'' erg ,, 44 s . **-`` " •�., _ J N A 4 i. 41/4 i it ° f rr DATE: November 3, 2014 TO:Anna Bausher, JC Department of Community Development CASE: #MLA14-00084 FROM: Jeanne Emeny, President, Ka la Bluff Condominium Association (KBCA) SUBJECT:Authorization of Dwight Oberholtzer Dwight Oberholtzer, the Chair of KBCA's Tree Committee, is authorized to apply to the County for review and to follow through on tree limbing for this year. Jean r e Emeny, President KBCA 63-2 Bluffs Lane 379-5319 F-1) 1,Ji ! Nry - 3 2014 COUNTY ! I.r CG “Fl_OPMENT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 I Web:www.cojefferson.wa.us/communitvdevelooment .fry N'' 45 Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdaco.jefferson.wa.us SquareONE Resource Center Building Permits&inspections I Development Review I Long Range Planning October 29, 2014 THE BLUFFS CONDO ASSOC. KBCA 1760 KALA POINT DR PORT TOWNSEND WA 98368 RE: SITE ADDRESS: UPPER BLUFFS DR CASE#: MLA14-00084 Dear THE BLUFFS CONDO ASSOC. KBCA: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. The two trees that are proposed to be pruned with the tree vegetation request submitted are located on parcel number 965300099. This parcel is a community area for the Kala Point Bluff Condominium Association. Please submit written confirmation from the Kala Point Owners Association General Manager that you are authorized to sign the application on behalf of the Association or have the general manager sign the application. If you have any questions regarding this information, you can contact me by phone at 360.379.4454 or by email at abausher @co.jefferson.wa.us Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 1/27/2015.As required by Jefferson County Code, JCC 18.40.110(3)and (6), if the information is not submitted or additional time to submit the required information within the ninety(90) calendar day period is not requested, the application would be considered abandoned and therefore withdrawn and application fees will be forfeited. Jefferson County Code provides that the Department of Community Development shall not be responsible for notifying the applicant of an impending expiration, thus any further notification would not be forthcoming. Sincerely, LLB gat. Department of Community Development Staff c: File DWIGHT OBERHOLTZER \\tidemark\data\forms\F_MLT AddInfo_Requst.rpt 10/29/2014 Parcel Details Page 1 of 2 Jefferson Home oun Info Departments Search Parcel Number: [965300099 SEARCH Parcel Number: 965300099 Printer Friendly Owner Mailing Address: THE BLUFFS CONDO CONDO ASSOC Site Address: Section: 26 School District: Port Townsend (50) Qtr Section: Fire Dist:Chimacum (1) Township: 30N Tax Status: EX Range: 1W Tax Code: 0111 Planning area:Tri-Area (4) Sub Division: 9653 - THE BLUFFS AT KALA PT Assessor's Land Use Code: 7600 - Community Areas - Green Blts - Parks Property Description: THE BLUFFS CONDO PH 1-6 COMMON AREA Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats&Survev Septic Monitoring Info '- Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=965300099 10/27/2014 Associated CASES status issued finaled description 965300099 MLA14-00084 ZON14-00042 P TREE TRIMMING SOM07-00324 F SEP07-00324 F 10/15/2007 3/18/2008 Building 28 on 965 300 055 the drainfield is on 965 300 099 permitted under SEP92-102 . not filed together Max 2 bedrooms for this residence,see permit. EES 1/30/09 SEP07-00351 F 11/20/2007 3/13/2008 Building#25 Drainfield is existing and permitted under SEP92-102. SOM07-00351 RCR 2/6/2013 SEP07-00352 F 11/19/2007 3/18/2008 Tank only for Building#27 Drainfield is existing and permitted under SEP92-102. EES 1/30/09 SOM07-00352 RCR 2/5/2013 SEP09-00026 F 4/10/2009 6/2/2009 Bld 20,80-1,80-2 Upper Bluffs Dr.,unit 3039-3040, SEP90-721 info filed here. SOM09-00026 RCR 4/24/2014 SEP09-00027 F 4/13/2009 6/2/2009 bld 21,#60-1 and 60-2 Upper Bluff Dr.,info from SEP90-721 filed here. SOM09-00027 RCR 4/24/2014 SEP09-00028 F 4/13/2009 6/2/2009 bld 22,#40-1 &40-2 Upper Bluffs Dr.,info from SEP90-721 filed here. SOM09-00028 RCR 4/24/2014 SEP80-00272 F 11/3/1980 3/6/1981 BLD 4-70-1,70-2 BLD 10-101-1, 101-2 BLD 11-121-1, 121-2.UNITS 3007,3008,3019,3022 BLUFFS DR. PUMP TO GRAVITY. EES 2/23/09 SOM80-00272 RCR 5/24/2014 SEP81-00191 N 2/27/1981 BLD#1 10-1 10-2 BLD#2 30-1 30-2 BLD#3 50-1 50-2 BLUFFS DR UNITS 3001-3006 THE BLUFFS CONDO EES 2/23/09 SOM81-00191 RCR 5/23/2014 BLD#1 10-1 10-2 BLD#2 30-1 30-2 BLD#3 50-1 50-2 BLUFFS DR UNITS 3001-3006 THE BLUFFS CONDO SEP81-00192 N 4/9/1981 BLD 6 141-1, 141-2 BLD 7 161-1, 161-2 BLUFFS DR BLD 12 11-1, 11-2 BLD 13 21-1,21-2 BLUFFS CT THE BLUFFS CONDO. Pump to Gravity. EES 2/23/09 SOM81-00192 RCR 6/23/2014 BLD 6 141-1, 141-2 BLD 7 161-1, 161-2 BLUFFS DR BLD 12 11-1, 11-2 BLD 13 21-1,21-2 BLUFFS CT THE BLUFFS CONDO. Pump to Gravity. SEP81-00193 N 9/1/1981 BLD 14 31-1,31-2 BLUFFS CT.UNITS 3027-3028 SOM81-00193 RCR 6/23/2014 SEP82-00157 F 11/2/1982 11/8/1982 BLD 5#190-1, 190-2 BLUFFS DR BLD 9#211-1,211-2 BLUFFS DR UNITS 3009,3010,3017,3018. EES2/23/09 S0M82-00157 RCR 4/26/2013 SEP83-00150 N 10/3/1983 BLD 16# 121-1, 121-2 BLD 19#130-1, 130-2 UPPER BLUFFS DR. UNITS 3031,3032,3037,3038 SOM83-00150 RCR 5/21/2014 BLD 16# 121-1, 121-2 BLD 19#130-1, 130-2 UPPER BLUFFS DR. UNITS 3031,3032,3037,3038 EES 2/2/09 SEP89-00430 F 5/2/1989 7/11/1989 BLD 17 111-1, 111-2 BLD 18 101-1, 101-2 UPPER BLUFFS DR SOM89-00430 RCR 5/22/2014 BLD 17 111-1, 111-2 BLD 18 101-1, 101-2 UPPER BLUFFS DR SEP90-00721 C 3/15/1990 5/9/1990 now filed to SEP09-26(bld 20),SEP09-27(bld 21),SEP09-28 (bld 22)repairs. UNITS 3039-3044 BLD 22#40-1,40-2 BLD 20#80-1,80-2 BLD 21 #60-1,60-2 UPPER BLUFFS DR SEP90-00722 F 3/15/1990 8/1/1990 BLD 23#20-1,20-2 UPPER BLUFFS DR SOM90-00722 RCR 4/24/2014 BLD 23#20-1,20-2 UPPER BLUFFS DR SEP92-00100 F 3/27/1992 7/30/1992 serves building 24,units 3047&3048,#24-1 &24-1 Bluffs Ln. EES 2/2/09 SOM92-00100 RCR 4/24/2014 serves building 24,units 3047&3048,#24-1 &24-2 Bluff Ln. SEP92-00101 F 3/27/1992 7/27/1993 serves bld 26,units3051 &3052,#63-1 &63-2 Bluff Ln. EES 2/2/09 SOM92-00101 RCR 4/24/2014 serves bld 26,units 3051 &3052,#63-1 &63-2 Bluff Ln. SEP92-00102 F 3/1/2001 3/18/2008 serves Bld 25,27,28 units 3049,3050,3053-3056.#52-1, 52-2,53-1,53-1 &25 Bluff Ln. See tank only permits SEP07-352&351 &324. EES 1/30/09 SOM92-00102 RCR 4/24/2014 serves Bld 25,27,28 units 3049,3050,3053-3056.#52-1, 52-2,53-1,53-1 &25 Bluff Ln. See tank only permits SEP07-352&351 &324. CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 965300099 Printed: October 27, 2014 Cases Name Review Status Planner Type ZON14-00042 MLA14-00084 CONDO ASSOC. KBCA I P Anna Bausher Application Received: 10/13/2014 Permit Issued/Case closed: Case Finaled: TREE TRIMMING 1.) The application was reviewed by the Jefferson County Department of Community Development staff on October 27, 2014 for the potential presence of Environmentally Sensitive Areas(ESAs)under the provisions of the Unified Development Code(UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property:Stable and Unstable Shoreline Slope Stability, Slight Landslide Hazard, Susceptible and Special Aquifer Recharge Protection Area,At Risk Seawater Intrusion Zone. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge(primarily through rainfall)and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 6.) The parcel is located within an At Risk SIPZ(seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L(milligrams per liter). 7.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas(1)All Industrial Land Uses(2) All Commercial Uses(3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4) All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments(6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code(UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) Given the level of pruning requested in this application, the Arborist Report as submitted on October 13, 2014 prepared by Dan Field is acceptable.All recommendations as set forth in this report shall be conditions of this permit. The report numerically specified the two proposed trees for vegetation removal as followes: "Both trees can be pruned as requested. (Removal of 2-3 limbs from the 2 trees in question)After, no further limbing should be done on Tree 1 for at least a couple of years since it was limbed last year". 10.) The parcel has been designated as RR1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 11.) This approval is for tree pruning 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. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 1 of 7 Cases Name Review Status Planner Type SEP07-00324 KALA BLUFFS LLC F Application Received: 9/19/2007 Permit Issued/Case closed: 10/15/2007 Case Finaled: 3/18/2008 Building 28 on 965 300 Obb the drainfield is on 965 300 099 permitted under SEP92-102 . not filed together Max 2 bedrooms for this residence, see permit. EES 1/30/09 1.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks,treatment and disposal components. 2.) This residence is served by a community drainfield. As a result this residence is limmited to 2 bedrooms max capacity 3.) Final approval of the sewage disposal permit will be given at the time our office has written notification by the Kala Point Utilities that inspections have been made and the installation meets their satisfaction. 4.) Health Department is to be contacted for a final inspection of the septic tank and pump chamber prior to covering. 5.) Installer will verify with the system manager, (Kala Point Utilities)and the designer for inspections required by either party. 6.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 7.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 9.) H-An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department.The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 12.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 13.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 14.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 15.) 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. SOM07-00324 THE BLUFFS CONDO F Application Received: 3/18/2008 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. SEP07-00351 KALA BLUFFS LLC F Application Received: 10/26/2007 Permit Issued/Case closed: 11/20/2007 Case Finaled: 3/13/2008 Building#25 Drainfield is existing and permitted under SEP92-102. 1.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks,treatment and disposal components. 2.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20"riser over inlet. 3.) Final approval of the sewage disposal permit will be given at the time our office has written notification from Kala Point Utilities and/or the designer that inspections have been made and the installation meets their satisfaction. 4.) Health Department is to be contacted for a final inspection of the septic tank prior to covering. 5.) Installer will verify with the system manager, (Kala Point Utilities), and the designer for specifications and inspections required by either party. 6.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 7.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 9.) H-An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department.The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 11.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 2 of 7 Cases Name Review Status Planner Type 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 13.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 14.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site.Compliance with other Jefferson County and Washington State Codes is required. 15.) 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. SOM07-00351 THE BLUFFS CONDO RCR Application Received: 3/13/2008 Permit Issued/Case closed: 2/6/2013 Case Finaled: No findings, conditions, or permissions found. SEP07-00352 KALA BLUFFS LLC F Application Received: 10/26/2007 Permit Issued/Case closed: 11/19/2007 Case Finaled: 3/18/2008 Tank only for Building#27 Drainfield is existing and permitted under SEP92-102. EES 1/30/09 1.) Health Department is to be contacted for a final inspection of the septic tank prior to covering. 2.) Final approval of the sewage disposal permit will be given at the time our office has written notification by Kala Point Utilities and/or the designer that inspections have been made and the installation meets their satisfaction. 3.) 3 bedroom max at this location due to limited existing drainfield capacity 4.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 5.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks,treatment and disposal components. 6.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 7.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20"riser over inlet. 8.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H-An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 11.) Before final approval is given,the designer shall provide an operations and maintenance manual to the property owner and the Health Department.The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 13.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 14.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site.Compliance with other Jefferson County and Washington State Codes is required. 15.) Installer will verify with the system manager Kala Point Utilities, and the designer for specifications and inspections required by either party. 16.) 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. SOM07-00352 THE BLUFFS CONDO RCR Application Received: 3/18/2008 Permit Issued/Case closed: 2/5/2013 Case Finaled: No findings, conditions, or permissions found. SEP09-00026 KALA BLUFF CONDO ASSOCIA F Application Received: 3/26/2009 Permit Issued/Case closed: 4/10/2009 Case Finaled: 6/2/2009 BId 20, 80-1, 80-2 Upper Blults Dr.,unit 3039-3040, SEP90-721 into tiled here. 1.) This parcel is within a no shooting area per JCC 8.50. 2.) H-The location and discharge of downspout drains shall be verified and relocated away from drainfield area if needed prior to final. 3.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site.Compliance with other Jefferson County and Washington State Codes is required. 4.) This permit was issued to correct a violation of WAC 246-272A.The permit must be completed within 90 days of the date of issuance. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 3 of 7 Cases Name Review Status Planner Type 5.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 6.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 7.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 8.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 11.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 13.) Drainlines are to be installed along the natural contours. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20"riser over inlet. 17.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 18.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. SOM09-00026 THE BLUFFS CONDO RCR Application Received: 3/26/2009 Permit Issued/Case closed: 4/24/2014 Case Finaled: No findings, conditions, or permissions found. SEP09-00027 KALA BLUFF CONDO ASSOCIA F Application Received: 3/26/2009 Permit Issued/Case closed: 4/13/2009 Case Finaled: 6/2/2009 bld 21, #60-1 and 60-2-01 peter Tuff Dr., info from SEP90-721 filed here. 1.) This parcel is within a no shooting area per JCC 8.50. 2.) H-The location and discharge of downspout drains shall be verified and relocated away from the drainfield area if needed prior to final. 3.) H- AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 5.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site.Compliance with other Jefferson County and Washington State Codes is required. 6.) This permit was issued to correct a violation of WAC 246-272A.The permit must be completed within 90 days of the date of issuance. 7.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 8.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 11.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 13.) Drainlines are to be installed along the natural contours. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20"riser over inlet. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 4 of 7 Cases Name Review Status Planner Type 17.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 18.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. SOM09-00027 THE BLUFFS CONDO RCR Application Received: 3/26/2009 Permit Issued/Case closed: 4/24/2014 Case Finaled: No findings, conditions, or permissions found. SEP09-00028 KALA BLUFF CONDO ASSOC F Application Received: 3/26/2009 Permit Issued/Case closed: 4/13/2009 Case Finaled: 6/2/2009 bid 22,#40-1 &40-2 Upper Bluffs Dr., info from SEP90-721 filed here. 1.) This parcel is within a no shooting area per JCC 8.50. 2.) H-The location and discharge of downshput drains shall be verified and relocated away from the drainfield area if needed prior to final. 3.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site.Compliance with other Jefferson County and Washington State Codes is required. 4.) This permit was issued to correct a violation of WAC 246-272A.The permit must be completed within 90 days of the date of issuance. 5.) H- AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 6.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 7.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 8.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H-An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 11.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks,treatment and disposal components. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 13.) Drainlines are to be installed along the natural contours. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20"riser over inlet. 17.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 18.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. SOM09-00028 THE BLUFFS CONDO RCR Application Received: 3/26/2009 Permit Issued/Case closed: 4/24/2014 Case Finaled: No findings, conditions, or permissions found. SEP80-00272 KALA BLUFFS CONDO F Application Received: 9/11/1980 Permit Issued/Case closed: 11/3/1980 Case Finaled: 3/6/1981 BLD 4-70-1, 70-2 BLD 10-101-1, 101-2 BLD 11-121-1, 121-2. UNI I S 3007, 3008, 3019, 3022 BLUFFS DR. PUMP TO GRAVITY. EES 2/23/09 No findings, conditions, or permissions found. SOM80-00272 THE BLUFFS CONDO RCR Application Received: 9/11/1980 Permit Issued/Case closed: 5/24/2014 Case Finaled: No findings, conditions, or permissions found. SEP81-00191 KALA BLUFFS CONDO N Application Received: 3/16/1981 Permit Issued/Case closed: 2/27/1981 Case Finaled: BLD#1 10-1 10-2 BLD#2 30-1 30-2 BLD#3 50-1 50-2 BLUFFS DR UNI I S 3001-3006 THE BLUFFS CONDO EES 2/23/09 No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 5 of 7 Cases Name Review Status Planner Type SOM81-00191 THE BLUFFS CONDO RCR Application Received: 3/16/1981 Permit Issued/Case closed: 5/23/2014 Case Finaled: BLD#1 10-1 10-2 BLIT#130-1 30-2 BLD#3 50-1 50-2 BLUFFS DR UNI I S 3001-3006 THE BLUFFS CONDO No findings, conditions, or permissions found. SEP81-00192 KALA BLUFFS CONDO N Application Received: 3/4/1981 Permit Issued/Case closed: 4/9/1981 Case Finaled: BLD 6 141-1, 141-2 BUJ ! 161-1, 161-2 BLUFFS DR BLD 12 11-1, 11-2 BLD 13 21-1,21-2 BLUFFS CT THE BLUFFS CONDO. Pump to Gravity. EES 2/23/09 No findings, conditions, or permissions found. SOM81-00192 THE BLUFFS CONDO RCR Application Received: 3/4/1981 Permit Issued/Case closed: 6/23/2014 Case Finaled: BLD 6141-1, 141-2 I LD ! 161-1, 161-2 BLUFFS DR BLD 12 11-1, 11-2 BLD 13 21-1, 21-2 BLUFFS CT THE BLUFFS CONDO. Pump to Gravity. No findings, conditions, or permissions found. SEP81-00193 KALA BLUFFS CONDO N Application Received: 9/1/1981 Permit Issued/Case closed: 9/1/1981 Case Finaled: BLD 14 31-1, 31-2 BLUFFS=JNITS 3027-3028 No findings, conditions, or permissions found. SOM81-00193 THE BLUFFS CONDO RCR Application Received: 9/1/1981 Permit Issued/Case closed: 6/23/2014 Case Finaled: No findings, conditions, or permissions found. SEP82-00157 KALA BLUFFS CONDO F Application Received: 10/4/1982 Permit Issued/Case closed: 11/2/1982 Case Finaled: 11/8/1982 BLD 5#190-1, 190-2 BLUFFS UK BLD 9#211-1, 211-2 BLUFFS UR UNITS 3009, 3010, 3017, 3018. EES2/23/09 No findings, conditions, or permissions found. SOM82-00157 THE BLUFFS CONDO RCR Application Received: 10/4/1982 Permit Issued/Case closed: 4/26/2013 Case Finaled: No findings, conditions, or permissions found. SEP83-00150 KALA BLUFFS CONDO N Application Received: 8/31/1983 Permit Issued/Case closed: 10/3/1983 Case Finaled: BLD 16#121-1, 121-2 I3LD 19#130-1, 130-2 UPPER BLUFFS DR. UNITS 3031, 3032, 3037, 3038 No findings, conditions, or permissions found. SOM83-00150 THE BLUFFS CONDO RCR Application Received: 8/31/1983 Permit Issued/Case closed: 5/21/2014 Case Finaled: BLD 16#121-1, 121-2 I3LL) 19#130-1, 130-2 UPPER BLUFFS DR. UNITS 3031, 3032, 3037, 3038 EES 2/2/09 No findings, conditions, or permissions found. SEP89-00430 KALA BLUFFS CONDO F Application Received: 4/25/1989 Permit Issued/Case closed: 5/2/1989 Case Finaled: 7/11/1989 BLD 17111-1, 111-2 I3LU 18 101-1, 101-2 UPPER BLUFFS DR-- No findings, conditions, or permissions found. SOM89-00430 THE BLUFFS CONDO RCR Application Received: 4/25/1989 Permit Issued/Case closed: 5/22/2014 Case Finaled: BLD 17 111-1, 111-2 BLD 18 101-1, 101-2 UPPER BLUFFS DKr No findings, conditions, or permissions found. SEP90-00721 KALA BLUFFS CONDO C Application Received: 2/28/1990 Permit Issued/Case closed: 3/15/1990 Case Finaled: 5/9/1990 now filed to SEP09-26(bld 20), SEP09-27(bld 21), SEP09-28(bld 22)repairs. UNITS 3039-3044 BLD 22#40-1,40-2 BLD 20#80-1, 80-2 BLD 21 #60-1, 60-2 UPPER BLUFFS DR No findings, conditions, or permissions found. SEP90-00722 KALA BLUFFS CONDO F Application Received: 2/28/1990 Permit Issued/Case closed: 3/15/1990 Case Finaled: 8/1/1990 BLD 23#20-1, 20-2 UPPER BLUFFS DR \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 6 of 7 Cases Name Review Status Planner . Type No findings, conditions, or permissions found. SOM90-00722 THE BLUFFS CONDO RCR Application Received: 2/28/1990 Permit Issued/Case closed: 4/24/2014 Case Finaled: BLD 23#20-1, 20-2 UPPER BLUFFS DR No findings, conditions, or permissions found. SEP92-00100 KALA POINT DEVELOPMENT CI F Application Received: 3/4/1992 Permit Issued/Case closed: 3/27/1992 Case Finaled: 7/30/1992 serves building 24, units 3047 &3048,#24-1 &24-1 Bluffs Ln. EES 2/2/09 No findings, conditions, or permissions found. SOM92-00100 KALA POINT BLUFFS ASSOC. RCR Application Received: 7/30/1992 Permit Issued/Case closed: 4/24/2014 Case Finaled: serves building 24, units 3047&3048,#24-1 &24-2 Bluff Ln. No findings, conditions, or permissions found. SEP92-00101 KALA POINT DEVELOPMENT CI F Application Received: 3/4/1992 Permit Issued/Case closed: 3/27/1992 Case Finaled: 7/27/1993 serves bid 26, units3051 &3052, #63-1 &63-2 Bluff Ln. EES 2/2/09 No findings, conditions, or permissions found. SOM92-00101 WHEELER RCR Application Received: 7/27/1993 Permit Issued/Case closed: 4/24/2014 Case Finaled: serves bid 26, units 3051 &3052,#63-1 &63-2 Bluff Ln. No findings, conditions, or permissions found. SEP92-00102 KALA POINT DEVELOPMENT CI F Application Received: 3/4/1992 Permit Issued/Case closed: 3/1/2001 Case Finaled: 3/18/2008 serves Bid 25, 27, 28 units 3049, 3050, 3053-3056.#52-1, 52-2, 53-1, 53-1 &25 Bluff Ln. See tank only permits SEP07-352&351 &324. EES 1/30/09 No findings, conditions, or permissions found. SOM92-00102 KALA BLUFFS ASSOCIATION RCR Application Received: 3/18/2008 Permit Issued/Case closed: 4/24/2014 Case Finaled: serves Bld 25, 27, 28 units 3049, 3050, 3053-3056.#52-1, 52-2, 53-1, 53-1 &25 Bluff Ln. See tank only permits SEP07-352&351 &324. No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 10/27/2014 Page 7 of 7 • Kala Point Coastal Bluff Study Kala Point Owners' Association Port Townsend,Washington March 2, 2012 Submitted To: Mr. Keith Larson, General Manager Kala Point Owners'Association 1760 Kala Point Drive Port Townsend,Washington 98368 By: Shannon&Wilson, Inc. 400 N 34th Street, Suite 100 Seattle,Washington 98103 And: Coastal Geologic Services 1711 Ellis Street, Suite 103 Bellingham,Washington 98225 21-1-21634-001 • • SHANNON WILSON,1NC. 5.4.4 Bluff Zone 4 Bluff Zone 4 extends for a distance of about 700 feet south of Bluff Zone 3 and includes the area downslope of the northern part of Windship Drive. Bluff Zone 4 appears to be the most unstable of the five zones;recent landslides extend between about 50 to 100 feet above beach level along nearly the entire length of this zone. The landslides extend nearly to the top of the bluff in places along this zone. We observed recent block fall from the Qgl layer, sloughing of sand units,as well as active erosion of exposed sand in the toe of the bluff face. Toe erosion is prevalent in Bluff Zone 4. 5.4.5 Bluff Zone 5 Bluff Zone 5 includes the area south of Bluff Zone 4 to the southern limit of the Kala Point development. Aside from minor sloughing of exposed faces at the far northern portion of Bluff Zone 5,we did not observe evidence of recent instability in this zone. The zone is mostly a barrier beach and encompasses the backshore coastal wetland and the spit at Kala Point. Dunegrass and small and large drift logs are present along this section of shoreline. Only very minor toe erosion was observed in the north end of Zone 5 as it nears the more active Zone 4. 6.0 FACTORS CONTROLLING SLOPE STABILITY AT KALA POINT Coastal bluffs of the Puget Lowland are in various states of instability owing to four primary factors that have been ongoing since the disappearance of glacial ice about 14,000 years ago and subsequent sea level rise to its present level about 4,500 to 5,000 years ago. • At the end of the Vashon stade, slopes were left in a steep and unstable condition when the ice buttressing the uplands melted. • The glacial sediments deposited prior to and during the last glacial episode contained interbedded layers of high and low permeability,resulting in the perching of groundwater and its delivery to steep slopes. • Climatic conditions result in a pronounced five-month winter wet season from November through March. ■ Shorelines are attacked by waves, causing erosion at the toe of steep slopes. In addition to the natural factors of slope destabilization,the imprint of human development has had an impact on the frequency of landsliding in the Puget Lowland. Two.stpdies•(Tubbs, 1974; Shannon &Wilson,2000) found that more than 70 percent of reported landslides had some human influence in their causation. Those causes may be direct and obvious,such as road 21-I-21614-001-Rlf.docx/wp/1kn 21-1-21634-001 19 • III TABLE f-CHARACTERISTICS OF BLUFF ZONES AT ICALA POINT SHANNON d WILSON,INC. -I ..a ...�.._ � _. �� _. ...m.,._.�.� ,_ „aim� z S.�.�_ ,..,�..,� _ .�._.., :. .�_.. �- c __,...�.E .nom ._.� �:�w •_ � s., � _ •,..... tape . •aq a, on,. 0•.,^'-.., op "dmmb.... c0wo - _ _. Field obaaiws from bark mufti Qpb ._-. that..)4.1....... ,op v . mmao . opo.aa ^'1.ei 200 mtdot.o by Qd(ihedd t)towQpf(INo toon.Ma... low dokol',WO.L'ghi onions ofMie•od dim el Driv loch creme Ow opoo. morrow*.w*.Q OW,decor sand).CoactbotwoenQpirdQpfmato, lawovwmMditep AS.43°b50°i•loow U ooh 6espiopoo•bI old Ada domed from but R.mmrid. muted Qpma 1 j 30 ka.boobm<b leve.Qpfbm�posod.v .riboo Matbsoy. polioo..Laalbmd ddeofbotos.Scowl oekaympaYdm by of Mime there Qpiodio.Ndbym<ml.- d� bad level. WoNnb. y,a.dim wwm6W boo wmysled drain pipes*Mod is.lafood n.o-not d IW hmdwdo shaped wlopdbb0: (North) down the MuNLes le dN• wloPpo 'SO is wide) beach from t<oidoom above. ma Local too erosional' 0 d0 MO collation. MbrriM Goolopie maps Pow•opal QponQp. 'lac.ey°boned Mdinahio destroyer of Typi<aliy4a tS upper Soosioow(.Niy Nonterono antes ofnowwr0alapamof Slmpbag of map,exiainp FMdoMaobos bow bead Wpm Qt.b wriog Los of oMe.aboabry-km.ad podia.ofbadTooi moid...and endow top Qpf end Qpldreamed for bead.Oa QSI ad god sail amounts 2r aodNbia byQpt i:Nand.bylovb Qpfider pond skad oho ,o odwaif... 50°w iV iu lower ofMemdoos Kai.Napks awns/dankly 60 -rid.sad7P6mbi`b molting in.cemoulaio raid).Come known Qgl and Qpfa abatis mil(Qp)mooii1 portions.Localised Dave.Light ladmopiryr rover-loped aroowmq rh0000t old ofolltrviom and woody 25 foot oboes b oob level.Lower porticos(bluff bum Maryland oa.nanical face. Mafadeofboom.Bea skleoboaed from book boohoo.mica debris at o.which is 2 1r mollymnNaed by gawks and woody coma. lawn odium to sonde. ofoaM•iwa saba�miaow mood by debris.Laa0y oiwiNnr arodod by won Scrotal drain pipes Mond PowbN action. dower Ow MdrOwe to the deep steel didhq in Qp. beach from maidmmm above. 0 0 lop 200 300 Moo(M Gtetb&map.slow•capsfQp over Qom sod Loayobmaad Mad.ae b dome ore Typia0y 40°in uppr Nice agk oolymrdenea Nnmomos mfr of mom detonated Deepartd Whoa at am Wild ceae lyd.idt depoab r Mid onesoioiom Muff l.wepti.w dram poomoofwaf°d oUByaha Row and IrddidNtot Wood pomayblwna QS.Sbophtto ad 20 Field okays:Woo from boob sops Qp is km at top ofsilt and sliding)of aids.main, 700 to oow-notlold in Nrnwdet Mao None to 40bi0feet ab°n bank lord.Toe moon Naga of mop*Mons odmlro by Won,.dday)o'mQpfldem cloy eitMs1? adom rd lam Iowa wake. Hilo Wrapi.go Mof nom.. Qii od Qpf oil voodoo f, mdS Cooed boom QpI.d Qpl•m.bm.to Loaliad sw.w.ieai side ofaeidenees.We0 ro.okieg in accumulation 3 #t0 to 30 fan above bewhtmd(pa Oylaw.rin. bore. wood ofabvinm.d woody tbF to soak).doom:olioa of bluff moldy chains n log,which is wooled bywlbims.d booty M...Ay subsequently mooed by sere b mm owe.adtoim b atodd by woo modem. °0 100 200 3a Mono 1/0 Gouta*map sowtba the sop ofthe Muff in Obmdo.eodwp 'Imp arms Okay rook.Typicaily 40°b 5Wm. Fo atgla0oiyoddean.Nedy.8i.bilk am.1...b•ulobbioot Dopowld(Oumto Ibis woo is modatao by Qp.Fkidobaolioa foot,bluff face at top dorm wire taddidi,dha Lo.dizedaer•ceraml otWidslip Dove.. ...soot 200 from boob smut Qoa r underlain by Qte(wit MdBend cloy unit atoned.Mmwotoowvw in Lae. Madame to homy boom 5090lo above bomb soloed r bockfsll ofmmep existing and<bo)nala•20 b 30 fen al me beach tQON wtrim.bd area bmwsr trdteaptogo Wafdde of Toe cession common. gill mid Q0000,dels. Mot twtdmiae byQp(metoWSb rooked inawrwhdo. 4 10 fen�ao s bad brat.Loon portion afMUR m . afeoi0Nm mid toady '°° mowycocealed by w0wimn end hook by Calf..older.todoo.sod debris w lee.width I. woody debi.In mom etam wllotiaa is waded No. aobwgrdy mood by by woe edam.. a err.dtata. >m NO 300 Moro 00 Geologic moo row NO the op of the warn Obmrvdeorpog Ibnyobbe•Lea.Lied'TypiWly 30°b Mppm NmOauswoito.boo-y Looked so ping damp farm bier G....my hos chow loo (boom iswdda.by Qg Fold observation hog blo(ffeo w top radaaa et bluff top and la pardons of bluff and residences edwoks slag faros at onion and of zoo.Fedora.not daioitg Qil and Wood m, from beach alb.moo and ofOtafZoo S ask and shy soil dewopdewes.Carafes. 50°in owe power woken.pr ofWiddip observed souk of minimal tip of both bar.woo. ..sadQp boedmhiebyQgt let mdehy)a(Qg0. omboo and fan. Loodimd 0mmelicd Drive end Nog Blotto and Minor me maim at Bole.d of bluff zoo . 5 £ atom 20 o 3 0 foot aboww boob tend.Qgt to face. 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Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:37:05 2014 i http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map I 1, •r-, '----- 4' ',..E.:,1 •-•-------'-'' ' , 1 \ -N-',...' '' ''''‘ C.• .1 ,-• ti .:.2,1,,'2::•'221 2 , '-, :;',''' „.., , •—• ..,::::,....../........,,:: „ Legend ••-.. Selected Features .i.:-...1,•2...:.:'±;,• ,...::i•'.::-.H..ii • ..i.4'..:2.'2":°.:'= -.> '''•. JC Roads • '--. WC)t "......,,...3430.2.2 '''''''...• ., Parcels-H , No Shooting Zones \l''' ,....,1.+*....:•:.2,... .y,-' '%''itii.4"9r° 5-‘-'''''`16 ,-,,,'14)00.,. 4.C7 .%, ,:'` Orin non 96530004C 065.3(Y.Y.:•:i i --• 965300Ci.:.:: -41 •-.4-..:5-2.:,:y.:2 2 I..96530:XiJb t... .,...,,,,, I I 0 rIn non lilac',po.n, ,...4 965300052 V''' ...,./• . _,..,.. .,,. "4,10.6041 .• :i.,,,,--- --.--1., 00n non Corrialc Conn!T rad n 96,5-3.200,54 i 1 Orin non Triton Cove .ow h Ana cu m C roo Kala i0 CO 2"14'' 961,2C°:°:-'.'.' ' Kal Point „.. -.....:.:•-1.:7.-..2.1:..:' i I K 31.1 Pearl 4 E "'.,Sw...!:2.,:.::4::-.., ''''''' • - •• .*::::;'"V.;•96,300056' :•' ': 9.•-.,..:: ,' vki . .. , 1 I Port Lad IOW 7 Soul h Coyle Pen azzu La ,,,,,, I Paraill fse Day ■:,, ..,:•,.-,J.:,.......:,::::::. '!, –4 X;..,-t.:•::..:::2 ,,,;,, I I Cnanocurn!India.% Iota Snore :, ""ze2c,1••'`'''''''''-'-''-' Sc'. ..., .,.....::,.. - Fo xf tie ki Dr .......1,...•.:.2.•:..;:,.. ..:•.:'.:,i•.:..i'..-.;.:' ,:-.-•::.-.2•H-' ''' 'r-- - FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:36:59 2014 - -- http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map '..'-• }y 2 13 r s ::,12) -r rc∎__r'. \ l ''!rr::.:: .:�:.+,••rte di r._L_I.i ,..41,,K.::,.....:. 9,:-.1/.:::)..:,..b Le ge nd =ter'-- .:6 rs1+___a2 953''.t''v ,. Selected Features 943530002' JC Reads 9y4+ _�Yr yE.a.hr,02n — t'V� 9,559. ;C4'S 35_a 2- Parcels-H 9647000.40 96+3Cia0stl 9653t7X7...+ �4 �ti'� ,r icy r.�39 �9c5300t35 0 ys0, Shoreline Slope Stability 165300040 965300-.)34 '^9E:5.Y.X. .k . f. s166,100031..,965l0003, �.9b53.3000S 90+S 4p+W2 r Sys c .I"965300052 ^'.w" +w 9b534Y. r � /y� 9653000,42 965300<JY9 <s.530,y),4 .t.96r8.. L .� :n:e,ed7:afe 9b53W053 �,C4 53tyk:W' t:,53C...V3' 955300303 9E5v Y r N -�'�— Jnstaek '4'-ii+ 'aJ32 a 965300C+)2 Ej J n sta5ic Recent Landslide r 96530E.XX: 965300049 Ca 95530.0.)3'8 Cy1 S.4•34 906:K.' I I Unstatrle fi}cd Landslide --- E 9653c003? i53ty.N 0 135300055 2 T 9353000•.1 cP X w : 1 0 ............ Wit.;;.. .9 •', A 5L .. r -- :+':5 ..t 9652?i*L".:'r M1Qr Foxiieid Dr 9 +. ._'!. 965203) 9b5LL"21 _)u L >Ccc.€x.,.c...,.-, •=46."_-_- `l 56542A ,.:ajy 0====ssi=23111`.*::'="C":":','" _--'_ '.`1 S.86" FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:36:48 2014 I I I http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. ...41 006ti �: sba{e7U>2` 96A704U47 x+6.965000124 964702 S" , a . 965000123 965000070 964700063 965004/22 964700044 r1i 965000065 • 70005x1 Kee..!■= Millirearliti _0500 964700065 . t e rr Le ge n d _x:34700066 964700042 965300019' Selected Features 965360821 • i 964700041 965303824 1 C_Raad a 96530000$" 96,53000266 Parcels-H 964700040. --- •5 . 8653000 7 .110 964700039 ti4 Critical Aquifer Recharge 965300fWC9553 0034 ',965307006 Areas 965300039965300033 °: 9653000266 65340052 ww wu""" 534(X72T' '.by.rL..„ 965 0442 965309004 . 96494041 - SJSC-tINA X5 3 9lu'3(X)041 906300031 g Og003 965900414 17Ct < �� 965300402 965300013 ". 3 I I SA a Pa.suss 96 300001 suss 965300049 i al 965300038 964964041. - mTy � y SARPA 964700033 965300037 965300010, 9 (XX)09 ?` sna Pk.UN1( �' 965304410 ,: ~ 6 196470003.4 965300017 ao1 is 965200000 # »r " i i 9547040,35 ' 965900001 .1,414 " . 966202411 Q .--,11 `1' 965900018 865202019652017111 3 �, E ,6g7r - 1 955900004 965900019 �]r;,i i s" 96525' Ilitt 963900005 96520/011 - 965900005 96590001 9652032049 '364700037 �� �.. A!� � Foxfiiek!Dr '96590000` 9659000 5 965283501,965202881, 00126300E I '333:wv vded try Jectasai Lardy Cartrd.Sc...,...,•.�ca , 965900014' .e c-11 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:36:34 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ' -4 965000126964704464 96430004).....`7,-- \ . <\_._. 963000124 964700062 r4'; 964700046 = J 1 Mlle 1\965000123 9647030,45 965"3, 70+,,.='° 9�`i4T44063 � �� t 965000122 1 964700344 j 963000065 964700064'' , ,i 964700043 � ....�. 965000068 964700063 • 39 Legend 96410Y66 964740442 5001 Selected Feat ures ,....,„,„96530502141/4.. - .1 C Roads 964700041 ' f ,,..71, 90b300024 .,. _ to 964 fi00040. 96530 036 '..,49,,,,4 '.� Parcels-H SjF� 964700039 +•w+963000M "Otto Landslide Hazard t 963300040 96,5300034 b 963300006 954700038 0 gfi5300027 SlK1ts , 965600064 ILA,, 963340039963300033 963300005 a4s+�Otk52 9 2 +!" 964900012 H ft 965300041 966300034 65 9 /4 61 MCdwac 9Fi5300003 965300014 61‘, ' 964700032 �' � 2 965300013 s. 965300049 1M 965304038 96530004! .,, , �eit 964900001 964700433 5 -965300037 -_." 965300010 i 965300055 2 ___--,7____ ,96a34N?D1791 ,.r1 tl✓ ,. 965300016 964944fYd9 964T0003 86530001 7 965900€i20 - . 964' 90003' 964700035,i 2 ' 963900001 Z ,,963200003`' ______.-1 W.I1 r' -`% 1 k 966202411 s� 9649+x'_;1. ,' d 965900901(2 965900018 � ' 96520171, ., 964700036 1 4 it ,+661r 2,_,' . 0659(X.)40196590001$; Cq 963940946-' y`, , 1965900003 963600045 96580001 + ,965203201 ./ 964700037.'' 9659"°6 1 1("-~ �52'4!743 '•., 96320004+1 FOX6Old Or 965900007 965900015 5203501 965202804 ,-c,0*2.6 <o Mau,°raid d u «t..---a,-0-ri Cc c3.z-ttesC.b 96‘44"'''1 X920331' C=111111=11111111111MININI 23411 968Y )34 966'f.X •+ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:36:21 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• -a 96U:00121.,9 17:•.`::. ''964700047 x.1. —` , 966000279'' 9651000124 964700062 ■� 964700648 . 1 a . I. t, IQ i I i t : 96S.20`23 1 964700045 9650(100)4 964700063 1------ 1 � 5000122', ,' 9647000441 r h 965000066 0647000°4' / I 11.111/11kKA 964700043 965000086" v ! 964700065 4, • 965306020 Legend 964700066 .-"-- -'' '• 964700042 - 96530001 Selected Features ,,,-„,,,966300021 JC_Roads 964700041 J ...',. 065300024 �, 1. „.� ,, 964700046 9663467436 gay 37 `*,g,� Parcels-H �+^ 964700039 ..n X340035 0, **„;; ,• � ' S 965300044965300034 i 96630 006 ...� ti -- Wetlands 964700038 9655300039965300033 vo 96530000,Di.,965300027 i�y) 9 00042 965300099 k � 964900012 gwooaca 9663=63,,e-.0.1%965300041 965300031 965300003. . 966300014 964700r 0 t "" 965300013 965300002 9GS90iD049 co 965300038 965300081 44 1'g 964900001 e 964700033 f..-0. -.965300837 ,„„ 96530001°+0 ''"N.,966J00009 5 965335 , N, 4 9653011018 964708034 �f9t 964900099 A 961900031 -t 965280000 954740035 a 665900001 %` � �', a 964900021 966900901 D 96590001$, 966201711 964700036 965900019 9652024(5 965201301 -- 1 96$9000(#3 � 96ur93090fi 96t6�2`00000 965201111 Q r , _ _ . 965970016 ,i+;:” i L 965201011 965900017, ' 2013201 I� 5200001 964700037 .,._.-4 - 1 _. r'M,'965200005 ', 966200004%‘,,,% may! '. Foxfield Dr 965900007 1 9659000+5 '' 966203.501 96520280' 1:001263008 Max xcr-dW:__t.o,...a.m.CeT^S.Se.v. :N..1 9669090`4 %.5203;..• ti 143411 965000 1 "....6....,','.:._,.:._,.. FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 11:36:05 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 10/27/2014 Mon Output Page 1 of 1 ArcIMS HTML Viewer Map | • . �� --\ � —~' \ ''" -~ ` PS m ~t / Legend �"=6 Selected��� ` . Jo_Roads �� / Parcels~-' ~~'"=� ^""�"= Wist 700038 1-- GD w Foot Contour // 54 Foot Contour |` | . ,,_.----1 9�_-- � ~~~~.~ ` , � s"ss� —~ / j �-�l � ` % p��mo, eeommo / '*�omp^y---^ eyazwo ~~ »=~'~""='~-~~�~=F~~°u~~~,~ �"�^�`" n=il=1 .111zm11 9650:-m�`^ ��'se/ , FOR INFORMATIONAL PURPOSES ONLY- Joffemon County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Oct 27 / 11�35�O72O14 -� ����� �� �� �_- ` http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/27/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• ,965000,25 •. 700048 .. 44 '89 ■�'', 965600078, - g647"6 964700047 t %6000124 ., 9 + O1 96 / 0046 i . 44 96Y_'L'Cr"*39 .�• n Pr 965((0.22 sa...a r^r .14 �c cz n 84@ ' f. iaA 1 96500CC6S1 1n'� ' w 965000348 IIIMMTIVI: r 965(10..)066 c 9647UUC)6' Legend/ 965300020' .. JC_ as 9647JXG6 x,l7CK?r71 965119 " 964/00067, 965304021 ' Parcels-H S.' 964 70004 ' • 965,300024 ' 5 r ►d 2013 AerialPhQtcs- 5 14 7r o 9i530t3C 3b t441%.. elk 4 9Y6.530004,' ''.1.:4434 ' fri7CirJ38 —4`,.-, 96530..X139�,�. - 1,, 1 965340027 955'{X 7 52 i 9653cw'94 9 - 9653044'?l 96.000011 965300O54 .4', y- 96L'3C 3` 96530458,!9653400 4 Svc63(XX)1+3 eo_�,� 985300'00' 2 965300°.3 `; 4. •964704032 , '.f'Ar Awl'1". 9n53C.'SY.:{71 ,° t' 90531X,:049 *` c4,11.0f' +.l5:. 9649530001 N M 965.30;037 ,.. • '"965300}010 i .. °l1 964700033 (* •i._ 4∎00 9't34I$4 4 c . 1C *e 9653020'7 �.t'Y79Y7{XJ94 S� C) *: 9649047 �. __ 965200000 a '. r r ,. 96690000 9 595.Y3020 ,95 52LW33, . , . ` s a v.5202401465200e 2 -.N. - 96490.32` "` 965900901 96590041 59004 6 96520200 -- , ,/, c 4 v ri 964700036 ,e' 9662019 2 965201301 .._•4,,, IF A, 985200000 96520 &* 965900003 t 1,964700037i' L.rs : „ �:stee_ ��. 965143e2 " b5tiCt3f5 a O 4<•4r CO 263008 Foxf a id Dr 4• aS965900015 985203411365202741 966'41X-• } , 964744001,9 -_-- . 9659004-0 96594_'!��'2 9e0 u.(pJl: 9 11X1-XX:2 y 965900905 96590X.'0±3 96!r0.'Y33 4 'V ar,sa:dad 7:_e.e..n r orrr,(err s;;cv GIS 261 4. .. FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Oct 21 08:19:55' 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 10/21/2014 co 0 N �-o � s e � doe p Ix 0 a L>J N.- 0 z m - m n v - : co U) I-- Ct 2 p N U ct `\ Z , co V a a Y I NNC 71 Qh�M' R3 �� 7 vie? ovsk m U] a m m 0 ¢ O .. a O ZZ - 7 ip ///---le.-- 4 y.._g, op. 1 0 4,4c fm I z 7 M S� 4 / /e .s.'" // E U i�� 3 `l uwi r. //1 ) is ~ 4* ��"4 %p 0 fir ° / YI�IT % a /"--1,.;47,..'_ o d , / �� 4 o- 141011111111r �. 4„I �, .� � '6 i� v �, !9!.11 r Illigilielle 1�� 0 e _ m bf1�J son -NOE -a$/1.3S) ,'A ��� N•/M o a m — Egg t W w r'zy,6 i o c, xxx % wm w 8 i oo 3 i3 m ZJO m 88F "a.w6-$ b do �Of ° a §.1,- L':', vlq03i q .! gs,- <ga z:. za o _ g � �$8i€ �U ., L.aa i K °p5c,g rc i R z Nw ?N g F 23i i rc w .. _ 5 4 l E w d R ¢ pp J 1Vb1.1 GILL i+ l _ RAN.0l0 CI%N1Migry ,C0 • " 1 (3-_,EF2 Ac- pc) - H„-- I(Z----\._.-- A A CONDOMINIUM • PHASE 4 • • SECTIONS 26 AND 27, TWP 30 N., RGE. I W., W. M. JEFFERSON COUNTY, WASHINGTON NOT6''irtF€CLNOOM U1Ll M'S P.%'- "V1 L T1.ROUbw%17 4DEtC ME dJ0,0129 C NO. 24600.*ANO 41.AE1•..MC4T RC[OR0 L x..l VOWMC 1 f L C0000Mt4IU MS 0505 I0S TNROIXU 107 uu OER -``` AUDITORS E 2645712 88,-.000°' O 5010 COUNTY TIE BLUF==SCr SALO FOINT PNAEEII O6CdROGD IN VOLUME Z 0 CDNDOMINIUMS•16965 IOg AND 109 UNDER OL43iUz9 PILE NO 24B261 c 1 FfoF14 DF SAID CoUNTI 1 TOE 866653 AT KALA POINT P4A06 III RECORDED IN VOLUME L ' �� OF CONDOMINIUMS, PAGES I/O AND III UNDER 4010/TORS FILE y _., NO.27/681, RECORDS OF 5410 COUNTY ..3 �. 1.0 - ? • B. tt e, l' \ 64 CC \ 2 e 0y'b\ % - N° - 903. .+/• 1V e f� : pHPSE 71r �� '.'--'2��� .vas.i'sioo• 4P. q i ,0,°;,,•- '?fl IA-:" \\ .ice¢ g 4, 88 ,�, - It y '� •Off•'% r et P >; P wES � C. .v A\ ti"''' 2.e? #30 J Il.ee 6,z. •"�; �S. ,� �•er K \ P/44 �Q �A� 6. ti3 e. 6 ""f V-'.J, J E 6,^9 �/i•� D oh- \�` ; @, $'°° Jc3©9 'p '•0,'18-OO'0o' L.449 X509. ,4$^ , D S m Z el \$'-1 1 °4445 2y15 / ., _ 2 m _e. c s 22135 cfb U �s j \\ ry ., a s. \ 2,x.00 t / 98. W 1 i � \ N0. DEL7b/2EAR116 ?COWS LENS. NO. 051 a/'4RING 82431145 /FIG N 11O. ZFATA/E6512914 55909 lFN7R1-I I 4.61'02d9" 4.09 45.57 6-5 6•1704500" 5909 14082 49 1457•66460'E ........_ 10.00 Z. •5630,2E - 7055 26 N/4'51'CO'W - 1105.07 50 606•60•00• 039.09 (°257 3 A.IPZZ Os" 409.00 91.16 27 N14'5100'W - /65.07 Si N175200'W SO45 4 N0'31S'ODW - 25.09 28 a 1.57°5201.16 - 95.01 92 6.401:060' 84.00 58.57 5 A-530.4'38• 129001 750Z 29 65T°520 6 - 79.93 53 N57°500066/ - 154.17 16 N79'IOM'E ..- 968 31 A°/9•5'ZL" /25.07 44.26 54 1484.12'0O'E ---- 19.02 7 057.2/'55' 25.00 25.03 31 4•/92'27108" 16.09 51.76 55-4166.41'04-E --- 83.75 8 A-09'13'38' 55000 53./4 32 1.115200V - 42.34 56 582'26'07E - 9.00 9 A-147•18'5r 9.50 2443 33 1454209 25.41 72.23 57 4=07'0959' 92900 41.15_ ■0 6,-10.35.09. 45.00 6/337 34 N 451009' .----. 27.016 58 1102'51'072 - 35.01 1I N14'51'C0"W '-- 8679 99 6.832249' 2000 29.11 59 4,76'19'00" 25.09 33.300' 12 A-71'07'17' 5/.00 38.48 °_L. 1904'•100W - 77775 60 3.103°4107 20.00 36.19 13 4=34•26./0' 4900 79.45 57 N04'ZTOO'W -- 14.17 6/ 11.102'51'00'E ---- 2482 /4 38 1404.21.07/0 - 68.55 62 4'07'04'20 311.00 38.36 15 A-1'5019 32.00 11.45 59 6.11'2942" 391.00 75,44 63 3.44°46'42' 5500 42.98 I6 4-05•5300" 330.00 32.43 40 t..12.6 14.00V ----. 2500 64 4-51.07'12' 7500 65.13 I7 NA-3106w - 2865 41 4-5304'04 111.09 102451 65 3/8'81'0002W - _ 73.54 18 4457520:144 - 13.3I 4Z A=6Z'07'00" 95019 /0457 66 d 05'33'0' 409.00 59.62 19 6702306/E -_ 1600 43 6095278W - 42.34 67 6=05'3500' 39100 3787 ` 20 4:..7°151 t8" 39/.00 49.06 44 A-49'04'49' 69.00 59.11 68 500.48.00W - 157.69 21 'A7°25'01" 40900 83.04 AS N51°52'07W - 76.02 69 N20'48'00'W 7- 166.01 LL 144'27'070'/0 - 48.87 426 4=40'00'07 0900 4608 70 A=85'5501` 25.00 3749 03 w.5521P/0 4005/ 5729 47 NI1'0006"5J - 50.45 7/ 4.83'0516" 25.00 36.25 24 6.131,345D7' 41.00 97.$6 49, 665200000"/0 234.50 6d431 SHEET 2 OF 2 TRIAD ASSOCIATES k a .44Z.79-393 ' J I I ,,,,• , ''Jr '....1 .,.....,.........._w+ . .w.a.carom.. RM..°ra;muwnmw • MINE cu.aw.. VIM HOLD COW 41.100111r,0110•131•0•114 ROOM evfaMMIP075•I• a... CoilE p,) ,u[Fs A pp - Hcif KA-__,A A CONDOMINIUM PHASE 3 SECTIONS 26 AND 27, TWP 30 N., RGE. I W., W. M. JEFFERSON COUNTY, WASHINGTON LEGAL DESCRIPTION DEDICATION That portion of the southwest quarter of Section 26, Township 30 North, KNOW ALL MEN BY THESE PRESENTS that we, the undersigned owners in fee Range 1Nest, N.M. Jefferson County, Washington described as follows; simple are all the possessors of the land herein described and declare this Survey Map and these plans and dedicate the same for Condominium BEGINNING at the intersection of the westerly line of Kale Point Condo- purposes solely to meet the requirements of the Horizontal Property miniums Division No. 1, according to condominium recorded in Volume 1 Regime Act for a Survey Map and to submit the property to the Act. of Condominiums, pages 41 and 42, records of said county, with the The Survey Map and these Plans and any portion thereof an restricted northerly margin of Sailview Drive, as shown on the plat of Kale Point by the law and the Declaration of Condominium filed under Jefferson Division No. 5, according to plat recorded in Volume 6 of Plats, pages County Auditor's File Number 266004 on the 13th day of June, 1980 in 42 thru 46, records of s,id county; thence N48.10'00"W along said north- Volume 135, Page 345 through 390, as such Declaration has from time erly margin 210.00 feet to a point of curve; thence along said northerly to time been amended as noted in the moat recent of such ndments, margin on a curve to the left, having a radius of 330.00 feet, thru a filed yeller Jefferson C unty Auditor's File Number °L on central angle of 1.59'18", an arc distance of 11.45 feet to the easterly the 8- day of titF%1 , 1981, in Volume , Pages aia. line of The Bluffs at Kale Point, Phase I according to condominium re- through 'a041 corded in Volume 1 of Condominiums, pages 102 thru 104, records of said county; thence northerly along said easterly line by the following; IN WITNESS WHEREOF we have set our hands and seals. N14.37'00"W 119.89 feet to a point on a curve, the center which bears N33•20'22"E 129.00 feet; thence northerly along said curve to the right, KALA POINT DEVELOPMENT CO., A Washington Limited Partnership, by KJ1LA thru a central angle of 33°24'38", an arc distance of 75.22 feet; thence N23•15'00"W 25.00 feet to a point of curve; thence on a curve to the POINT COMPANY, Gener Partner. right, having a radius of 409.00 feet, thru a central angle of 11.22'09" ./, an arc distance of 81.16 feet; thence along the easterly line of The &)ia W, Bluffs at Kale Point, Phase II according to condominium recorded in Vol- W`, same 1 of Condominiums, pages 108 and 109, records of said county by the President Secretary following; N75•23'00"E 18.00 feet to a point on a curve the center which bears N78°14'42"E 391.00 feet; thence northerly along said curve to the right, thru a central angle of 7°18'18" an arc distance of 49.85 feet; thence N04°27'00"W 77.75 feet; thence N57•52.00"W 13.31 feet; thence N24°30'17"E 73.24 feet to the southwesterly line of Tract B, said plat of Kala Point Division No. 5; thence 565.29'43"E along said south- westerly line 269.00 feet to the northwest corner of said Kala Point Condominiums Division No. 1; thence 524.30'17"W along the westerly line thereof 185.00 feet to an angle point in said westerly line; thence 538°55'49"E 185.00 feet to an angle point in said westerly line; thence 507.16'30"E 130.21 feet to an angle point in said westerly line; thence 532.50'00'W 86.57 feet to the POINT OF BEGINNING. ACKNOWLEDGMENT STATE OF WASHINGTON 1 SURVEYOR'S CERTIFICATE AND VERIFICATION County of Jefferson ) 14% I hereby certify that this survey map for nEau✓rlore.ru FEW, .w+sEi , This is to certify tat on the i._day of �((QQ((����Ck 19`q', a Condominium, are based upon an actual survey of the property herein p.�qqu�a me, er fined, a Notary ,dd pe og�1 appeared described, that the bearings and distances are correctly shown, that W 1{ltp'4" VNe'l∎ LMA' and l u L•w1 4 . the buildings to be built are shown in their approximate location, and Officers of t KALE POINT COMPANY, a Mashi;gton Corporation, to me that I have fully complied with the provisions of the Statutes govern- known to be the individuals who executed the within dedication, and in condominiums. acknowledged to me that they signed and sealed the same as their volun- 4 �,"�pFV.S{yA� terry act and deed for the uses and purposes therein mentioned and on app, �. ,, ,O oath stated that they were authorized to execute said instrument and ././1-__-.--i y the seal affixed is the corporate seal of said corporation. We ter V. wanson, P.L.S " ' r WITNESS my hand and official seal the day and year first above written. Certificate No.15041 t.: 111 STATE OF WASHINGTON ) ss. f%% t•11110'5x` COUNTY OF KING 1 `' Notary Public n and for the State o Weshit��t,o•n�,,r,e�s.vid' g at Walter V. Swanson, being first duly sworn upon oath, despoees and says; ° ' 't'1 kid• I am the above named Land Surveyor. I have read the foregoing Land Surveyor's Certificate, know the contents thereof and believe the same to be true. �4� r4/a f. f-f 1oo L e Z.:,Subscribed and sworn to before me this 6ry day of 4,,,/ 198/. ` r1 271681 r-1,..w: 1 11�'�s• .CRI,.= Notar ublic in and for the State of RECORDING CERTIFICATE �,/P�:•sews,`_ y"3 Washington, residing at Oc//c✓'2 ■' :.4r� TA ^. led rd at tlfq re st of lisle Point Develo t Co., this o a0 Rp N ; dery at th ,r 19 a of minutes t .�`, past FM. and recorded under Auditor s Fie No.,2 /h// V %UBUC�0T. in Volume / of Condominiums on Pages/IS through ,. 1 / , records of the Jefferson County Auditor. N� W AS BETTY.KANDERSON � p Jefferson County Auditor arson unty puty'Auditor TRIAD ASSOCIATES SHEET I OF 2 79-393 Parcel Details Page 1 of 2 0 • ,1 - -I Je ierson r‘T-ii . ,,, County , ,,, ,,,, , , ,,„*,,,ii& ',7-,:„.----71.,4.77:-?;,„,,,,,,,,,,;;L.,..:-- , -..74.K.Z , °7,,:f,..M'r."'r cal' --T2.,,,1-:,,-.4:::: i ::: ..---..-.7_,..,„ „... [ - 'r\ k . Home :s County r fo 'DePartments .4 Parcel Number: 965000348 SEARCH Parcel Number: 965000348 Printer Friendly Owner Mailing Address: KALA POINT OWNERS ASSOC 1760 KALA POINT DR PORT TOWNSEND WA98368-2505 Site Address: �� Section: 26 School District: Port Townsend (50) MLA I LI — e Li /l Qtr Section: Fine Dist:Chimacum (1) 1 Township: 30N Tax Status: EX (� Range: 1W Tax Code: 0111 Planning area:Tri-Area (4) i Sub Division: 9650 - KALA POINT 3-8 J Assessor's Land Use Code: 7600 - Community Areas - Green Blts - Parks 2 Property Description: KALA POINT #5 TRACT B Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats&Surveys Septic Monitoring Info A"'„ Je { fsp County HOME I COUNTY INFO I DEPARTMENTS I SEARCH v" Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=965000348 10/13/2014 Parcel Details • • Page 1 of 2 Jefferson County "g m-, r Home County info Departments Search fi Parcel Number: 965300025 SEARCH Parcel Number: 965300025 Printer Friendly Owner Mailing Address: GARY J PANKLIEWICZ JUNKO PANKIEWICZ 4101 230TH PL SE SAMMAMISH WA98075-7237 Site Address: 21 BLUFFS CT PORT TOWNSEND 98368 Section: 26 School District: Port Townsend (50) Qtr Section: SW1/4 Fire Dist:Chimacum (1) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area:Tri-Area (4) Sub Division: 9653 - THE BLUFFS AT KALA PT Assessor's Land Use Code: 1400 - Residential Condominiums Property Description: THE BLUFFS BLDG 13 UNIT 3025 No Permit Data Tax,A/V, Sales, Photos,and Bldg Data Mao Parcel Plats&Survey Available Jefferson (ounty HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later diWindows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=965300025 10/13/2014 UDfONSISTENCY REVIEW 0 /Project Planner: Master#MLA14-00084 Review Type Project Description rl 11A-6 6-QS,d L " 1'/ ZON14-00042 I TREE TRIMMING —2:1"-re-e, 2.-3 '104 5 Primary: THE BLUFFS CONDO ASSOC. KBCA Site Address: 1760 KALA POINT DR UPPER BLUFFS DR PORT TOWNSEND WA 98368 Port Townsend WA, APL DWIGHT OBERHOLTZER 20-UPPER BLUFF DR PORT TOWNSEND WA 98368 Project Location: Parcel Number: 965300099 S-T-R:26-30N-1W Total Acreage Legal Description THE BLUFFS CONDO PH 1-6 COMMON AREA Land Use: 7600 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: .chool D 50 Zoning: F.,2,1 s.. S COMP PLAN DESIGNATION: t\ '. S COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby 0 NO (1.e+-r t k [ ] Designated Ag YES O [ ] Shoreline Designation: YES () , 0, ` f t L i [ ] Shoreline Slope Stability: ES NO IC /! MAI _ L / Stream Type:YES al FWHCA: YES vii' Wetlands: YES a f 1 , /.:' , _ Ø. At /. 4, /11/22b 1 6 . A A p Rare Plants:YES s Seismic: YES • ' Landslide: NO _ L 8'a a h . i _ ,40A� Flood: YES fa Erosion: YES 6 Aquifer Recharge Area E NO lift 01 r ,,i , ' ,f SIPZ: none t Risk High Risk CoasIl CMZ: on igh Risk Moderate RiskDis nnected CMZ Stormwater si e plan su fitted: YesNo J/t1 [ ] Forest Lands: YES Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES [ ] Agricultural Lands: YES i • [ ] Archaeology: YES e [ ] No Shooting Zone: NO _ 1.G•. t)n t tj i f Stormwater: New Impervious Surface Land Disturbing Activity ESA's I V/ Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering 4[ Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ Landscaping Required: Yes No ] Parking Spaces Required NO 2 Other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industri UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industri ands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXE IP [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel II