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Home My WebLink AboutSUB2011-00010 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: UERLA COONE PO BOX 226 BRINNON WA 98320-0266 DATE ISSUED: February 27,2012 DATE EXPIRES:February 27,2012 MLA NUMBER:MLA11-00184 PROJECT PLANNER:Colleen Zmolek PROJECT DESCRIPTION: Subdivision exemption JCC 18.35.040(4) -Salmon recovery acquisiton PROJECT LOCATION: Parcel number 602 344 015, Section 34, township 26N, Range 2W, WM, located off Dosewallips Rd, Brinnon 98325 CONDITIONS: 1.) To process this segregation, you will need to submit a writtten request and a copy of the recorded survey to the Jefferson County Assessor's Office to have additional parcel numbers assigned. A copy of this permit will be forwarded to the Assessor's Office. Please contact the Jefferson County Assessor's Office(360-385-9105)with any questions regarding this process.. 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 proposal is found to an exemption under Jeffeson county Code (JCC) Section 18.35.040(4): (4) Divisions of land relating to the acquisition of fee simple interest in land by public agencies, including , but not limited to, divisions made for road or public right-of-way conveyance or widening purposes. This exemption shall not be construed to include acquisitions of easements. 3.) On 9-28-2011 Pat Perryman in the Assessor's Office comments as follows: After reviewing the revisions submitted to us on Septmber 20, 2011, I have no further comments concerning this proposed action. All of my previous concerns pertaining to the action have been addressed. 4.) On October 25, 2011 Sherrie Shold in the Assessor's Office comments as follow: All her previous concerns have been addressed. The proposed exemption is good to go. 5.) As the Parcels are found exempt from RCW 58.17 and Jefferson County Code 18.35, a title report is not required. It is the property owner's responsibility to identify and rectify any security interest, conveyances, encumbrances, easements or restrictions affecting the subject properties involved in this county reviewed exemption. 6.) This determination does not guarantee an ability to develop the parcels. All development shall comply with the on-site sewage code, the building codes and local development regulations. 7.) Based on the findings, parcel number 602344015 can be considered two (2) separate parcel as described in the legal descriptions submitted with the application. 8.) The parcel has been designated as RR 1:20 Rural Residential 1:20 under the Jefferson County Comprehensive Land use Map effective August 28, 1998 9.) 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. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developinc adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term"take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see JCC 18.40.810. • 7/:;2 Administrator W A11-00184 2 of 2 I:\F_MLT_IssuePermit_U.rpt Map Output Page 1 of 1 ArcIMS HTML Viewer Map �' 4 602341003 '60234_ 1634 802341032 6'323'410131 -- 7 1. 6a2342002� "` --- — 60241036 k 34 602341045 602342001 i +-f QY 4 1 802341009 642341051 ." 602341013 u .g� _�_ 862341608 €602341066 {N r 6' 602341023 1 '\602341026 1 i ri $� 7802342601 802341028 60234 1652 1'0966906039 1 602341006 I 602341024 602341014 s,, 602341025 C. ...-`!602341010 I _ r, is 802341021 T g 6023421101 ,` I !_'—.._. 234102 ( 602342'001602342004 1 I602341012"14ybjd LA ._.-- __ I ,_ i 602341015 ,802342204 802344014 602344608 I Lend 000060260`'�1 I 802344015 ( 602344007 Selected Features i' 000000260 y Parcels-Ft 602343002 1 I F 602344060 ' I 662344014 �i 602344013' 66/143011 , 6023440111 0 602343013 v c i u :602343010- ., I 602344015 602344013_ I i 1 602343014 i 602344010 602344020 I 602344016 602344013° 602344622 :- 602343012 ,, 1 602344019 602344021 'tii A 602344001 1 6 602343003 6023444�t___._ ---� A 602343!' 006 I titi 602343007 I ` 802344016 602344018 I 502032001' 502032002 E 50 01 ' 502031002-502031002\; - Moms Fralbed by Jersam Carey cars Swoons GO 0=MMENli■`- +`., 502031001 Ti 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. Fri Jun 13 07:50:20 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Client... 6/13/2014 Colleen Zmolek From: Colleen Zmolek Sent: Friday, February 17, 2012 8:11 AM To: Tami Pokorny Subject: RE: Preliminary Survey Hi Tami, It will be recorded as a survey. I did review the signature lines and they look fine. I did not send over for review by Pat or Sherrie as they have signed off on the legal description and history back in October and September of 2011. If the legal descriptions have not been changed on the survey submitted on September 15, 2011, it will be fine to record as is. The Mylar will need to be signed and notarized by the property owner prior to JC signatures. In addition to the Mylar submit 5 paper copies (1 for the file, 1 to property owner, 1 to Assessor, 1 to Tami, 1 to surveyor). The paper copies will be stamped by the auditor with recording information. The signatures are required because of the creation of a new parcel. In JCC 18.35.040(4) it is exempt from the short plat process. Thank you, Colleen Zmolek Assistant Planner Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 360-379-4462 czmolekaco.iefferson.wa.us p r.y o . , E F f E R $ 0 N C O U N T Y WATERSHED STEWARDSHIP RESOURCE CENTER All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1, 2008. Our office is open to the public 9:oo a.m. -4:3o p.m. Monday to Thursday, closed Fridays. From: Tami Pokorny Sent: Friday, February 10, 2012 3:30 PM To: Colleen Zmolek Subject: FW: Preliminary Survey Hi Colleen, Please see below and let me know how I should respond to Jim. Thanks! Tami 1 From: James Wengler [mailto:james @wenglersurveying.com] Sent: Friday, February 10, 2012 2:59 PM To: Tami Pokorny Subject: RE: Preliminary Survey Tami, Here is the latest map. Pleas have it reviewed before I plot out the mylar. I also need to know if this is going to be recorded under surveys or Short Plats. It is currently set up for Surveys, but that is not consistent with the approvals you had me place on it. I hope there are no more changes. JW From: Tami Pokorny [mailto:tpokorny @co.jefferson.wa.us] Sent: Monday, February 06, 2012 11:08 AM To: James Wengler Subject: Preliminary Survey Hi Jim, Here's the preliminary title report. I spoke to Rochelle and she is confident that you can use Uerla G. Coone for the landowner. I'll let you know when I hear back from Community Development. Thanks, Tami Tami Pokorny Jefferson County Water Quality and Environmental Health 615 Sheridan Street Port Townsend,WA 98368 Ph: 360.379.4498 Fx:360.385.9401 Always working for a safer and healthier Jefferson County CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient(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. 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 law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from disclosure under state law,including RCW 42.56. 2 RECORD OF SURVEY MLA11-00184 / SU811-00010 WITHIN THE NW 11/4 OF THE SE 104 OF SECTION 349 T 26 170 2 049 JEFFERSON ooUNTY WASHINGTON FOR:JEFFERSON COUNTY 1LAND TRUST JEFFERSON COUNTY APPROVALS: ADINIBSTRATOR JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT DATE COUNTY TREASURER'S CERRRCATE ALL TAKES AND ANY DEUNODUAT ASSESSMENTS FOR MIMI THIS LAND INTHIN THIS DIVISION MAY BE VANE NAVE BEET(DULY PALO AS REQUIRED BY CHAPTER 5&08.040 R.C.W. JEFFERSON COUNTY TREASURER DATE COMITY ASSESSOR'S APPROVAL; DUNNED AND APPROVED THIS DAY OF 2012 aE'FFERSON COUNTY ASSESSOR DECLARATION: L RE UNDERSIGNED,O17FER OF 7HE LAND(HEREBY SURVEYED,DECLARE THE PARCELS 9101717 HEREON 70 BE CREATED BY MY OM FREE MILL.AND CONSENT.I HEREBY ACCEPT ALL RESPONN9BRLTY FOR CLAIMS AND DAMAGES MHIGH MAY BE OCCASIONED TO ANY OPER LAND OR PERSONS BY ACTIONS OF SAID 017170 7 AUTHORIZED BY THE COUNTY IN RELATION 70 THIS LOT CERDACA770N. UERLA G COME ACKNOWLEDGMENT: STATE OF NASNNGTLW COUNTY OF CLALLAM I CERTIFY THAT I KNOW ON HAVE SATISFACTORY EMDENGE THAT UERLA G COONE IS 711E PERSON NNO APPEARED BEFORE ME AND SAID PERSON ACCNO€EDCED THAT SHE SIGNED 7145 ITSTRUMOAT AND ApMONLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATER JAMES NENC.ER,NOTARY PUBLIC MY APPOINTMENT DRIES: 11-1-2014 S34 126N R2W SHEET 4 OF 4 NOT TO SCALE AUDITOR'S CERTIFICATE w SURVEYOR'S CERTIFICATE WIRVGLER SUR O 00! FRED FOR RECORD THIS_DAY OF .2012 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER • 703 EAST EIGHTH STREET AT -M,N BOOK_OF SURVEYS AT PAGE MY DIRECTION N CONFORMANCE WTN TIE REQUIREMENTS OF'711E I PORT ANGELES, WASHINGTON 98362 AT THE REQUEST OF NEHOER SURVEYING AND MAPPING CO. SURVEY RECORDING ACT AT 717E REQUEST OF JEFFERSON COUNTY � 7f (AND TRUST IN JUNE 2011. Yn. (380) 457-9600 DEPUTY COUNTY AUDITOR s►rD FAX (360) 457-9556 JAMES WENGLER P.L.S. 26304 M9'EFW.wenglersurveying.corn AUDITOR'S FILE MASER DAME:2-10-2012 RECORD OF SURVEY MOT H-00184 / SUB11-00010 WITHIN THE NW 1/4 OF THE SE 1/4 OF SECTION 349 TO 26 N., t 2 999 W�9 JEFFERSON COUNTY, WASHINGTON FOR,JEFFERSON CCOUNTYibGJGri/O TRUST NOTES NOTES (CONTINUED) 1.) DISTANCES AND BEARINGS SEWN HEREON ARE BASED UPON THE WA9EDTON COORDINATE SYSTEM ALTHOUGH THE POSITION OF THE SOUTH QUARTER CORNER OF SECT/ON 34 SET BY WARD IN 7963 MAY GRID NORM ZONE,NORTH AMERICAN DATUM CF 7965 1991 ADJUSTMENT(NAD63/91).SAID DATUM WAS CONTROL THE BOUNDARIES OF CERTAIN PROPERTIES WTMW SECTION 3 TO THE SOUTH INCH RELIED ON DERIVED FRQU IRS TO WASHINGTON STATE DEPARTMENT OF TRAN9604TA7..N CPS CONTROL POw75 SAW MONUMENT.THE ONLY SURVEY TUT USED MS MONUMENT IN SECT/d4 34 WAS THE BLUHM SURVEY 0'16101-6AZ GP16101-B AND MOOS OF 2605 AND IS BEING REECTED FOR THIS SURVEY. ALL DISTANCES SHOWN HEREON HAVE BEEN REDUCED BY AN AVERAGE COMBINED SCALE AND ELEVATION THE POSITION OF THE MONUMENT AT THE SOUTH QUARTER CORNER OF SECTION 34 ACCEPTED BY SWIFT FACTOR OF 0999959.TO OBTAIN GROUND INSTANCES MULTIPLY SAID DISTANCES BY 1.000041. MUMS SET IN GOOD FAITH AND WMOUT FRAUD AND HAS BEEN USED ON MULTIPLE SURVEYS WITHIN SECTION 34,THE SAME CORNER ESTABLISHED(NOT MONUMENTS))BY NESARY AND CLARK WAS ALSO 2.)71 0 SURVEY DOES NOT PURPORT TO SNOW THE 005TENCE OF ALL EASEMENTS AND OR ESTABUSHED IN GOOD FAITH AND WTHOUT FRAUD AND ALSO USED TO SURVEY PORTIONS OF TIE ENOGIBRwTES RECORDED OR RARECORDED THAT MAY AFFECT TINS PROPERTY. SUPECT PROPERTY WHIN EM � E BcAND Y AT SECTION ROVER AT T C OR ALONG THE MONUMENTS THE BY 3.)TINS SURVEY WAS PEWGBRD BY UTILIZING FIVE T IMB E 46001.5 CRS RECEIVERS AND FAST PROPERTY AS THE BOUNDARIES OF THE SUBJECT PROPERTY. STATIC DIFFERENTIAL P091RNING TECHNIQUES N COMBINATION WTI A FIELD TRAVERSE UMW A 5 SECOND TOTAL STATION.EDM EQUIPMENT WAS CAU6RA7ED ON 4-11-2011 AT THE NOS BASELINE IN 7.)THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE A SEGREGATION FOR THE PURPOSE OF A PORT ANGELES CONVEYANCE TINS SEGREGATION EXEMPTION IS ALLOTTED UNDER JEFFERSON COUNTY CODE 1031040(41 DUE TO ACQUISITION OF LAID BY A PTBUC AGENCY IN FEE SIMPLE A)ME ACCURACY OF MEASUREMENTS MADE DUNNE THE COURSE OF THIS SURVEY HAVE BEEN EVALUATED BASED UPON PRINOPLES OF RELATIVE ACCURACY AT NINETY FIVE PERCENT PROBABILITY OF A040WIG PARCEL B IS TO BE CONVEYED TO A PUBLIC AGENCY. THE ACCURACY REWIRED AND ARE IN COIPUANCE 99TH THE REQUNEIIENTS INCLUDED IN WAC 332-130-070 SURVEY STANDARDS'RAC 332-130-060'EI.ATIE ACCURACY-PR/NC/AM AND MEET OR THE UNE SEGREGATING SAID THE SUBJECT PROPERTY INTO T1O PARCELS IS THE UNE OF DEEPEST EXCEED THE STANDARDS INCLUDED IN WAC 332-130-099'FEW TRAVERSE STANDARDS FOR LAND WA ER(THREAD) DIM90D LINE HUNS I .THE DEAD IS DINERS T µµuMTORNY AND IS OFT EN CAN BOUNDARY SURETY.A LEAST SQUARES ADJUSTMENT PROCEDURE HAS BEET USED FOR MATHEMATICAL BECOME A FIXED BOUNDARY BY AN A WLOVE ACTON IT IS THE INTENT OF 7745 SURVEY FOR THE ANALYSIS OF THE MEASUREMENTS BOUNDARY TO CONTINUE TO BE FIXED AS THE TREAD OF THE RIVER AS SAID THREAD MOWS BASED ON THIS SURVEY WAS NOT PERFORMED OR GEMMED TO MEET THE 10NWUM STANDARD DETAIL ER09GHS OR AVULSE ACTIONS IN THE FUTURE REQUIREMENTS'OR'ACCURACY STANDARDS'FOR ALTA/ACSM LAND TITLE SURVEYS THEREFORE THE USE 9)THE OINER9NP OF THE BEDS OF THE DOSEWAWPS RIVER HAS NOT BEEN DETERMINED BY THIS OF 7195 MAP FOR THE ISSUANCE OF AN A.TA/ACSM ORNERY EXTENDED COVERAGE POLICY IS STRICTLY SURVEY,AS OF MARCH OF 2011 THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES HAS NOT PROHIBITED. PERFORMED AN IN DEPTH ANALYSE AND NVE5T7GATON OF TINS RIVER TO DETERMINE NAVIGABILITY S)THE SUBDIVISION OF SECTION 74 AS 910NH HEREON WAS COMPUTED USING CADASTRAL MEASUREMENT' AND THEREFORE TE STATE OF WASHINGTON NEL NOT ASSERT OR DENY°TWE NP OF THE BEDS OF SAC RIVER.FOR THE PURPOSE OF SUBDIVIDING THE PROPERTY SHOWN HEREON THE ASSUMPTION HAS MANAGEMENT((5HM)SOFTWARE VIR9ON 10.340 AND FOLLOWIE THE PROCEDURES OUTLINED IN SECTION BEEN MADE THAT THE STATE OF WASHINGTON DOES NOT OWN SAID BEDS 3-114 AND 3-117 OF TIE MANUAL CONSTANT SURVEYING INSTRUCTIONS INGS. (2008).ALSO 9Z SECTION 2-13 OF 9.)FOR ADJOINING SURVEYS OF RECORD SEE:VOLUME 2 OF SWIEYS PAGE EBB VOLUME 3 OF 3-1 SAND 3117 OF 10 LINES L CONSTANT G SURVEYS PAGE 123;VOLUME 74 OF SURVEYS,PAGE 181;AND VOLUME 29 OF SURVEYS,PAGE 95 AS STATED IN NOTE 1 ABOVE THE BEARINGS 07ED HEREON ARE BASED W A PLANE SYSTEM OF RECORDS OF JEFFERSON COUNTY.WASHINGTON. SURVEYING AND THEREFORE THE BEARINGS 9409N HEREON ARE REPORTED AS CHORD BEARINGS OR LINE OF SITE BEARINGS E 76004 POINTS. 9EET 1 OF THIS SURVEY 910995 TIE THEORETICAL SUBOM977N OF SAID SECTION WIRE 9WET 2 OF PROPERTY DESGQP770Nt THIS SURVEY SHOTS THE ACTUAL BEARINGS AND DISTANCES MEASURED BE1VE134 THE MONUMENTS FOUND DESCRIPTION BEFORE SEGREGATION AT THE CORNERS AND ALONG THE LIMES OF THE SUBJECT PROPERTY THAT HAVE BEEN ACCEPTED DURING (PER PARCEL A OF AUDITORY FILE NINIBER 535436,RECORDS OF THE COURSE OF TINS SURVEY. JEFFERSON COUNTY,WASHINGTON. ME MONUMENT SHORN AS FOUND AT THE SOUTHEAST SIXTEENTH CORNER OF SECTION 34 ON SHEET 2 OF THE EAST THREE QUARTERS OF ME HORNIEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, 7795 SURVEY BEARS N 13'54'99'W 0.11 FEET FROM NE THEORETICAL CALCULATED SOUTHEAST TOWNSHIP 26 NORTH,RANGE 2 WEST.WM.,JEFFERSON COUNTY,WASHNGTONI SIXTEENTH CORNER OF SECTION 34 SHORN ON MEET 1 OF TINS SURVEY. S)DIKING TIE COURSE OF RESEARCHING EXISTING 9RYEY5 WORN AND SURROUNDING SAID SECTION EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST 34 IT WAS DISCOVERED THAT THEE ARE MULTIPLE POSITIONS FOR THE SOUTH WARM'CORNER OF QUARTER T Q THE NORTHEAST QUARTER OF TIE SOUTHEAST WARIER OF THE NORTHWST QUARTER OF THE SAID SECTION.BELOW IS A HISTORY OF HOW SAID CORNER WAS ESTABLISHED AND SUBSEQUENTLY SOUTHEAST QUARTER. CALCULATED OR MOAAEMIFA SITUATE IN THE COUNTY OF JEFFERSON,STATE OF WASHINGTON. 1871-7 E SOUTH QUARTER GORIER WAS ORIGINALLY ESTABLISHED BY UNITED STATES DEPUTY SURVEYOR E M MORGAN AT WOPQNT BETWEEN THE SOUTHWEST AND SOUTHEAST CORNERS OF SECTION QFSCRPTON OF PANXL A AFTFR 414-GAFTIAT1W 34. THAT PORTION OF THE FOLOIWNC DESCRIBED PROPERTY LING NORTHERLY AND EASTERLY OF THE THREAD 7695' THE SOUTH LINE OF SECTION 34 WAS RETRACED BY UNITED STATES DEPUTY SURVEYOR ALVN (LINE OF DEEPEST WATER)OF THE DOSEWAWPS RRER.NAT PORTION OF THE BOUNDARY COMPRISING BISTROM.Mt BYSTNOI RECOVERED THE SOWN QUARTER CORNER OF SLID SECTION AND RETURNED A NEW SAE THREAD IS TO BE FI=AT SAID THREAD AS THE SAME MOVES BASED GH ACCRETIONS EROSIONS BEARING AND DISTANCE 13E11EE9 SAID CORNER AND THE SOUTHEAST MID SOUTHWEST CORNERS OF OR MAJESTIC ACTIONS SECTION 34 SHORING THAT THE RECOVERED MONUMENT WAS NOT AT A MIDPOINT AS ORIGINALLY REPORTED IN 1671. ME EAST THREE QUARTERS OF THE NOOTHN3T QUARTER OF ME SOUTHEAST QUARTER OF SECTION 34, 1983-ARTHUR G WIND,PROFESSIONAL LAND SURVEYOR PERFORMED A SUREY OF SECTIONS 2 AND 3, TRANSHIP 26 NORTH.RANGE 2 WEST.WM.,JEFFERSON COUNTY,WASHINGTON; TOWNSHP 25 NORM,RANGE 2 WEST.EM.FOR DOSEWAUIPS STATE PARK.THIS SURVEY IS UNRECORDED AND WAS OBTAINED FROM KEN GRAHAM OF D0.VEWAUWS STATE PARK.SAID SURVEY SNOWS EXCEPT THE EAST HALF OF ME NORTHEAST WARIER OF THE NORTHWEST QUARTER OF THE SOUTHEAST TUT ME ORIGINAL MONUMENT MARKING ME SCUM QUARTER CORNER WAS CONSIDERED LOST AND A 4' QUARTER AND THE NORTHEAST WARIER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF ENE CONCRETE MONUMENT WAS ESTASJSNED AT MIDPOINT BETWEEN THE SOUTHEAST AND SOUTHI EST CORNERS S UMEAST QUARTER OF SECTION 3A THE PROPER PROCEDURE FOR ESTABU91NG THIS CORNER SHOULD HAVE BEEN TO SET 1 E MONUMENT BASED ON THE DIMENSIONS RETURNED BY MR.BYSTROM IN 1895 AND NOT ON THE SITUATE IN THE COUNTY OF JEFFERSON.STATE OF WASHINGTON. MEASUREMENTS SNOW ON THE ORIGINAL 9RIEY OF 1871. 1969-JOIN D.SOUR,PROFESSIONAL LAND SR1EMR PERFORMED A SURVEY FOR MR ROBERT CROWELL CONTAINING 9.84 ACRES MORE OR LESS AS OF 3-31-2017. 7795 SURVEY IS UNRECORDED MID WAS OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES IN OLYMPIA WASHINGTON.SAE SURVEY 91015 MAT THE SOUTH QUARTER CORNER WAS CALCULATED AT A SUBJECT TO RIGHTS OF THE STATE OF WASHINGTON IN AND OF MAT PORTION.IF ANY,WNW LIES SNIDE PROPORTIONED POSITION ON A STRAIGHT LINE BETWEEN THE SOUTHEAST AND SOUTHWEST BELOW TIE LINE OF ORDINARY HIGH WATER OF SAID WIER. CORNERS OF SECTION 34 USING THE DISTANCES(NOT THE BEARINGS)RETURNED BY MR.BYSROI IN 1895.ALTHOUGH MIS PROCEDURE WAS CORRECT IN USING THE 1B95 DISTANCES IT FAILED 70 TFAFSIPRN OF PARCEL B AFTER SFGREGBQB, CALCULATE THE POSITION BASED GH THE BEARING BREAK AS RETURNED W THE 1895 SURVEY. MAT POUTED OF THE FOLLOWED DESCRIBED PROPERTY LYING SOUTHERLY AND WESTERLY OF TE THREAD 1985-JOHN 0.SOUR.PROFESSIONAL LAND SURVEYOR.PERFORMED A SURVEY FOR POPE Al TALBOT AND (LIE OF DEEPEST WATER)OF ME OOSEWALLPS RIVER.MAT PORTION OF THE BOUNDARY COMPRISING RECORDED IT LNDER VOLUME 7 OF SURVEYS PACE 175 RECORDS OF JEFFERSON COUNTY,WASHINGTON. SAID SURVEY SHOW THAT MR.STIR FOUND A I/O'IRON PIPE AT THE SOUTH QUARTER CORNER OF OR TREAD ACTIONS 7O BE FLOP AT SAID THREAD AS THE SAME MOVES BASED ON ACCEMNS EROSIONS SECTION 34 AT THE CALCULATED POSITION HE 91045 ON HIS 1189 SURVEY.IT IS BELIEVED THAT MR D.7 AAIL91E A SIFT SET THIS MONUMENT SINCE SAID RON PIPE WAS RECOVERED BY THIS OFFICE ON 6-14-2017 THE EAST TINEE QUARTERS OF THE NORMMEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3W, BEARING A CAP NTH HIS NAME AND CERTIFICATE NUMBER.SAID SURVEY ALSO SHOES A CONCRETE TWNSHIP 26 NORTH RANGE 2 WEST,EM,JEFFERSON COUNTY,WASHINGTON MO UMENT(PRESAAN.Y SET BY WARD IN 1963)THAT BEARS EAST 11.8 FEET. 1993-RONALD L NESARY,PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR SHARE DEHAY EXCEPT THE EAST HALF OF ME NORTHEAST QUARTER OF ME NORTHWEST QUARTER OF 7 E SOUTHEAST AND RECORDED IT UNDER VOLUME 74 OF SURVEYS PAGE 161.RECORDS OF JEFFERSON COUNTY. QUARTER MD THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF TIE WASHINGTON.SAID SURVEY SOTS THAT THE SOUTH QUARTER CORNER OF SECTION 34 WAS CALCULATED SOUTHEAST QUARTER. BASE D ON A PREVIOUS SURVEY RECORDED UNDER VOLUME 6 OF SURVEYS PAGE 6;RECORDS OF SAID COUNTY AND STATES'THE EXACT METHOD USED BY CLARK IS UNCERTAIN BUT THE POSITION CALCULATED SITUATE IN THE COUNTY OF JEFFERSON.STATE OF WASHINGTON. BY HOMO D..0 ANGLE AT 1/4 CORNER AND PROPORTIONING DISTANCES EAST AND WEST AGREES WTIN ABOUT 0.3 FT.THE CLARK POSITION HAS BEEN ACCEPTED.' CONTAINING 13.09 ACRES MORE OR LESS AS OF 5-31-201. 2005-KENN D.BLUED.PROFESSIONAL LAND SURETY?PERFORMED A SURVEY FOR OLYMPIC RESOURCES SUBECT TO RIGHTS OF TIE STATE OF WASHINGTON IN AND OF THAT PORTION,F ANY,71601 LIED MANAGEMENT AND RECORDED IT IN PLUME 29 OF SURVEYS.PAGE 95,RECORDS OF JEFFERSON COUNTY, BELOW THE LINE OF ORDINARY NIGH WATER OF SAID RIVER. WASHINGTON.SAD SURVEY ACCEPTS INC CONCRETE MONUMENT SET BY WARD IN 1963 AND ALSO ACCEPTS MONUMENTS SET BY NESARY IN 1993 BASE D ON A CALCULATED QUARTER CORNER THAT DIFFERS FROM ME WARD QUARTER CORNER.NO HISTORY OF THE MONUMENT OR REASON FOR ACCEPTING THE WARD MONUMENT IS CITED. 2011-THE POSITION OF ALL THE QUARTER CORNERS CITED ABOVE WERE EVALUATED AND IT WAS S34 T26N R2W DETERMINED THAT ME P7S7TO THAT MOST CLOSELY FITS ME PROPER POSITION WAS THAT 910611 ON THE 1993 NESARY SURVEY.SAID CORNER WAS MONMENTED PER MIS SURVEY USING THE 6100925 FORM OF MIME PROPORTIONATE MEASURE AS DESCRIBED IN SECTION 7-37 OF THE MANUAL OF SRVEING INSTRUCTIONS(2009). SHEET 3 OF 4 NOT TO SCALE AUDITOR'S CERTIFICATE W SURVEYOR'S CERTIFICATE WENGLER S RWEYI G & MAPPING CO. FILED FOR ED F RECORD THIS DAY OF 2072 ,I :• MS MAP CORRECTLY REPRESENTS A SURVEY DUDE BY ME OR UNDER �* 703 EAST EIGHTH STREET AT IN BOOK_OF SURVEYS AT PAGE W DIRECTION IN COMDR M ICE WITH THE REQUIREMENTS OF THE 47 y PORT ANGELA'S,S, WASHINGTON 98362 AT THE REQUEST OF MERCI ER SURVEYING AND MAPPING CO. SRLEY RECORDING ACT AT E REQUEST OF JEFFERSON COUNTY Bess RID TRUSr w DONE 2071.T 060) 457-9600 'N1"o " FAX (360) 457-9556 OGPUIY COUNTY AUDITOR L►N • •..�-. ) JAMES wENGLER. P.L.S. 26304 IC r^ WWI.wenglersurveying.corn AUDITORY FILE NUMBER DATE:2-10-2012 RECORD OF CURVE MLA11-00184 / SUB11-00010 WITHIN THE NW 1/4 OF THOSE 1104 OF /SECTION 349 T 26 Na, A 2 W, W H, JEFFERSON RSON cOOUV U Y WASHINGTON FOR:JEFFERSON COUNTY LANS TRUST /CENTER QUARTER CORNER Fs 8643'46'W 21.37 /,-CENTER EAST SIXTEENTH CORNER S 8871'58'E 33284 !� Y N 8514.24'W N 88178'37'W N 897171'W N 88177b3'W 33290__ 300.18 Y.. Y e- 7 X Y 0 )U9.88)lam x_.__.-_._ 1 I 224.49 I `FENCE ON DISREPAIR)CONNSTING I I �47W BARBED 5MENi88QITN I I 8 APPEARS TO HAVE BEEN I I BETWEEN FOUND Mar�70 I I I I 1 PARCEL A ! ______—.. - 9.84 ACRES 1 --- I S.k,„;;...,-.....„. I I E \\ E I I 4°T`QJO':ea \\ APPROMMATE UNE OF I I S N. DO RIVER AS I I --- �.., �YC DETERMINED BY DIPPING W I ` g : QF. THE VEGETATION UNE ON , 1 \ \ 5-27-�11 AND 5-31-2011. P I \\ RIVER OFO�S \\ 8 I N \ 8 18 I A \\ AND 5-27-2011 HE BOUNDARY BETBEETI ' \ • I U :1:12 I \ PARCELS A'AND'B'.gF ..., \\ 1;u 1 \\ NOTE 7 ON SHEET 3 \ I.may __ '.�i'. \ 1' $� R \ 18 2I .. \ I61 :I )1 \ \ I p 8 I\ N8 •\ • J $• N ORDINARY AP �WA�O \ 4 \ THE DOSEWAUVS RIVER AS \ I 1 DETERMINED BY MAPPNG \MAPPING BAR:� VEGETATE&LINE I 5-27-2011 AND 5-31-2011. \\ I p I I'- 120' 1 \ :18 i I mim ■ I 1 \z 1 0 60 120 240 SCALE IN FEET I 3 ti ' I 1 1 PARCEL B \ I \ 13.09 ACRES s 6913E41 _ 1 \ BAR E DS \ 332 I 1%84\ 136.11 A I �\ s \ I \" ' ., I \\ ■ \ '\\ \ R N \ \ N W \\,+,r. \ C I \ s \ 8 •- A.z IsS I(CENTER SOUTH SIXTEENTH CORNER • A `\ ! 5 787e08-4 - P ^. 78.17 `_.-_.-_.-_.-_•-_. ■ 8- • 188.52 -\100.33 80. S 89'09'37'E 333.09 S 6929'06'E 32655 S 8970^38'E 31259 5 884274'E 1357.69 .\\ 1 `SOUTHEAST AXTE0111 CORNER I \ (SEE NOTE 5) LEGEND I1 o S FOUND URVEY A ME BY JOHNDDD.7S AAPRIL 1971•V FILE 874 THE DEPARTMENT \ OF NATURAL RESOURCES OLYMPIA,WASHINGTON. • FOUND AND ACCEPTER ON 6-08-2011,A I/O'IRON PIPE MTH SURVEYORS PLASTIC CAP STAMPED'SWIFT 8122'SET PER VOLUME 3 OF 0111(•15,PAGE 723,RECORDS OF JEFFERSON COUNTY,1•SHIN0708. • FOUND AND ACCEPTED:ON 6-07-2011&6-06-2071,5/8'REBAR•71 SURVEYORS PLASTIC CAP STAMPED'NR NESARY LS 22344'SET PER VCUNIE 74 OF 206(815, S34 T26N R2W PAGE 761,RECORDS OF,EFFER5C•COUNTY,WASHINGTON. • SET:ON 6-13-2011•6-14-2011,5/8'REBAR 1671 SURVEYORS PLASTIC CAP STAMPED'9ENGLER PLS 26304' SHEET 2 OF 4 NOT TO SCALE AUDITORS CERTIFICATE ,..,,,.— w SURVEYOR'S CERTIFICATE SURVEYING & MAPPING CO. FRED FOR RECORD THIS_DAY OF 2072 ( 4 o \ THIS 157 CORRECTLY REPRESENTS A SURVEY MADE BY ME OR WOOER �\� 703 EAST EIGHTH STREET AT IN BOOK_OF SURVEYS AT PAGE MY DIRECTION IN CONFORIMNCE 67TH THE REWWOIENIS OF THE ' y PORT ANGELES, WASHINGTON 98362 AT THE REQUEST OF 04£58X.£2 SURVEYING AND MAPPING CO. SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY \ LAnO TRUST N JUNG 2071. '` (380) 457-9600 DLPUIY COUNT?AUDITOR LA ,` FAX (360) 457-9556 AUDITOR'S FILE NUMBER JAMES WENOLER, P.L.S. 26304 .'-'-i w.. ww wenglersurveying.com DATE:2-70-2012 RECORD OF SURVEY MLA11-00184 / SUB11-00010 WITHIN THE NW 104 OF THE SE 104 OF SECTION 349 7 26 Gag R15 2 W, W Gt g JEFFERSON COUNTY WASHINGTON FON JEFFERSON CODUNT 1LAND magi- 25 27 N 8920'04'E 2525.55 27 A Y� 33 34 NORTH QUARTER CORNER SECTION 4i FOUND:ON 5-17-2011,2'GALVANIZED F IRON PIPE NIH Al 7/8'METAL CAP PROJECTING 07 FT MOW TIE SURFACE $ o STAMPED MTH THE APPROPRIATE MARKINGS I W AND TIE REM 1962 DM MONUMENT WAS yN SET BY JOSEPH ZRD PLO 3512 FROM 1 UT BEARING TREE AND IS SHOW ON LAND I CORNER RECORD(P-IS)7266 626 JEFFERSON COUNTY,WA.ON FILE 67TH THE DEPARTMENT OF NATURAL RESOURCES I OLYMPIA,WA BOTNR ST CORNER SECTION 34 I POMO ON 5-77-201+,4'x 4"CONCRETE POST NTH NM.PNDECTNC 1.5 FEET ABOVE I THE SURFACE.MS ON CO NT WAS SET BY THE' OFFICE FROM 1�BE.A�TREE MID IS SHORN I 2 ON AN UNDATED LAND CORNER RECORD(013) I N 3 ON FEE Mil THE DEPARTMENT OF NATURAL • RESOURCES OLYMPIA WA. 13 1'=400' q IN ■ NN•" I. 0 200 400 800 „°,a I8 SCALE IN FEET I$ I0 IFCT MARTYR CORNER SECTION 34 CALCULATED LOST CORNER.SEE=TIRED RECORD I FAST MIARIFR COMM O7'160 34 OF LAND CORNER MONWENTATION W-X-13 72BN FOUND:ON 5-16-2011.A 3 1/4'WAS R2W JEFFERSON COUNT.WA.PREPARED BY I BRASS CAP SET IN CONCRETE 1.0 FL BELOW PAIMER L.HANSEN PLO ON FILE MTN TIE I 771E SURFACE STAMPED INTO THE DEPARTMENT OF NATURAL RESOURCES,OLYMPIA, APPRMR,TE MARKINGS AND THE YEAR 790.7. WA.IW4W STATES IT ARMS DISCOVERED THAT THIS I THIS MONUMENT WAS SET BY THE UNITED POSITION FALLS ON.OR BELOW A VERTICAL CUFF STATES DEPARTMENT OF THE INTERIOR, MEN FALLS AWAY INTO THE WSEWILl1P4 EVER' I BUREAU OF LAND MANAGEMENT FOR THE DEPENDENT RES3WY OF SECTION 35, EXECUTED BY ALBERT C.NRTE,CADASTRAL I SURVEYOR,INTO THE PUT BEING APPROVED ON NOVEMBER 3O 1903. I'34 I S 71978'38'E 258884 _ S 897771'E 1331.34 4JS 76'S1'E 59016 SE 58916595 55.5.7702E '7'711 .7.72.87 JJ26J 322.83 33283 —.--.--.--.--.--. T 34 9 0TH 0!0160 DOIMER 90760*4 I 1 ; 1 SET:ON 6-74-2017,A 5/6'REUSE NM A 3 1/4'ALUMINUM CAP, IY ^a RA fl o I x. CAST MTH"IIENGLER SURVEYING AND MAPPING PLS 26304'STAMPED K APPROPRIATE MARKINGS AND TTIE TEAR 2077. i ja 8$ iI SO�1TI7 Sx1TH CORNER CEFLB21 FOWJOI ON 5-16-2011,A 2 1/2"IRON I ALSO FOUND:ON 6-14-2011,A 7/2'IRO/PIPE PROJECTING 0.2 FT. I I b • PIPE MTI A 111,4414 HTA$S CAP ABOVE THE SURFACE NTH PLASTIC CAP STAINED EMT 6122".SAID STAMPED NTH TIE TE MARKINGS a MONUMENT BEARS N 0'+9'19'W 3.73 FT FROM THE SET MONUMENT 58911'59"L. 156912'04"E SINMEOJ ANW THE YEAR 7983 WAS MONUENT WAS W mar 3!241 332.91 I SET BY THE UNITED STATES DEPARTMENT ALSO FOUND AND NOT ACCEPTED:ON 5-26-2071,A 4'x4'CONCRETE - _- OF THE INTERIOR,BUREAU O'LANG POST WiN 1 BOLT PROJECTING 05 FT.ABOVE THE SURFACE THIS R 3 MANAGEENT FOR THE DEPENDENT• MONUMENT WAS SET BY ARTHUR G.WARD.PLS 2309 IN JUNE;1963 I W W I I RESURVEY OF SECTION 35 EXECUTED BY 1' .KIN ALBERT C Ntli2 CADASTRAL SURVEYOR, AS SHORN ON MAP REED DOSEwAUPS STATE PARK BOUNDARY .. S :� NT I E PUT BEING APPROVED ON SURVEY'OF SEC 2 t 3 12SN R26 W.M.SAID MAP WAS OBTAINED 584O9JTE S84Y7a'IfE 8 FROM KEN GRAHAM OF THE DDSEWAWPS STATE PARK.SAID Il S S 33295 33295 NOVEMBER J0 1983 N 74'47'II'E 1224 F7:FROM THE SET MONUMENT. I 8 gI� I7, K M FOR ADDITIONAL DISCUSSION REGARDING THE SOUTH QUARTER R Z .4 R ks CORNER SEE NOTE 6 ON SHEET 3. s69Or03t S69• _.-E S699ri. SBR97Y3 E S 899722'E 1331.66 1r IV 37298 33298 33298 33288 -0 O RUITOM'CT CORNER SECTION 34 '.�'I I W N Fake ON 5-25-2011,4'x 4'CONCRETE `.�1 POST WM 1/2'SQUARE BOLT.FLUSH MTH $. I SURFACE THIS MONUMENT WAS SET BY ARTHUR C WARD,PLS 2309 IN NNE.1963 h I 18 PROM 1 HDMLOQI BEARING TREE AS SHOWY I ON MAP 7771ED'DOSEWALUPS STATE PARK I 2 BOUNDARY SURVEY OF SEC 2 U 3 T291 1 R2W WM. SAD MAP WAS OBTAINED FROM $ 901TI EAST D'aRNER 9017 KEN GRAHAM OF THE OOSEWAl1IS STATE IM .. - W I«{ I FOUND ON 5-16-2011,A 4'x{' I' 41 CONCRETE POST MT It A 2'BRASS CAP 0.4 LATITOOa . 1]°41'36.519556"WORTH(NA083/93) FT BELOW TIE SURFACE STAMPED INTO TAx5017008= 122°55.36.176156"WORT I APPROPRIATE MARKINGS MIS HE WIl VT LOIIPR80aNCi MGLR= -417 1°33'30.84" INAO83/91) 1 ^I HAS BEE/ACCEPTED BY DIE UNITED 8 8CUS 1ACTOR= 0.99996953 STATES DEPARTMENT OF THE INTERIOR. Z BUREAU OF LANO MANAGEMENT PER COMBITZOU FACTOR= 0.999980]4 I I DEPENDENT RESURVEY OF SECTION 35 00882N8D FACTOR- 0.9999502] 1 I EXECUTED BY ALBERT C 111I70 CADASTRAL 33 34 I SURVEYOR,MTH THE PLAT BONG Q �� I APPROVED ON NOVEMBER 34 190.1 4 J S BB'ITM'E 2647,82 .l•1L!� J4 J5 3 S 883704'E 133254 S 683779'E 7,32.50 ! 2 S34 T26N R2W SHEET 1 OF 4 NOT TO SCALE AUDITOR'S CERTIFICATE �W SURVEYOR'S CERTIFICATE SUURVEYiNG eft MAPPING CO. FILED FOR RECORD WM—DIY OF 2072 ' j/,S P• THIS MAP CORRECRY REPRESENTS A SURVEY WOE or ME OR UNDER 4 703 EAST EIGHTH STREET AT IN BOOT_OF SURVEYS AT PAGE_. ; MY DIRECTION IN OwFORWNCE WITH THE REQUIREMENTS OF THE PORT ANGELES, WASHINGTON 98362 AT THE REQUEST OF NDNGLFR SRV£YWG AND MAPPING CO. SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY a 42e6DS NAND TRUST IN KN+E zo+i. y= (360) 457-9600 "`� =' FAX (360) 457-9556 DEPUTY COUNTY AUDITOR 1X10 • ( ) AUDITOR'S ruE JAMES WENCH, P.L.S. 26304 __. www.wenglersurve,ying.cons DATE:2-10-2012 Colleen Zmolek From: Tami Pokorny Sent: Friday, February 10, 2012 3:30 PM To: Colleen Zmolek Subject: FW: Preliminary Survey Attachments: PRELIMINARY COONE SURVEY 2-10-2012-a.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Colleen, Please see below and let me know how I should respond to Jim. Thanks! Tami From: James Wengler [mailto:jamesCalwenglersurveying.com] Sent: Friday, February 10, 2012 2:59 PM To: Tami Pokorny Subject: RE: Preliminary Survey Tami, Here is the latest map. Pleas have it reviewed before I plot out the mylar. I also need to know if this is going to be recorded under surveys or Short Plats. It is currently set up for Surveys, but that is not consistent with the approvals you had me place on it. I hope there are no more changes. JW From: Tami Pokorny [mailto:tpokorny(aco.jefferson.wa.us] Sent: Monday, February 06, 2012 11:08 AM To: James Wengler Subject: Preliminary Survey Hi Jim, Here's the preliminary title report. I spoke to Rochelle and she is confident that you can use Uerla G. Coone for the landowner. I'll let you know when I hear back from Community Development. Thanks, Tami Tami Pokorny Jefferson County Water Quality and 1 Environmental Health 615 Sheridan Street Port Townsend,WA 98368 Ph: 360.379.4498 Fx:360.385.9401 Always working for a safer and healthier Jefferson County CONFIDENTIALITY NOTICE:This e-mail message,including any attachments,is for the sole use of the intended recipient(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. 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 law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from disclosure under state law,including RCW 42.56. 2 ry Page 1of1 Colleen Zmolek From: Colleen Zmolek Sent: Thursday, February 02, 2012 2:21 PM To: Tami Pokorny Subject: Coone lot cert MLA11-184 Hi Tami, This email is regarding MLA11-00184; the Coone lot certification on parcel 602344015. The following items are required or need to be addressed prior to issuance; 1.)The survey must have the signature block including a notarized signature of the property owner. View an example of the signature requirements on line, see-APN563826. I also have a copy of the survey at at my desk. 2.)Taxes must be paid for the current year to the treasurers office. I called the treasurer today and 2012 taxes are$237.40. 3.)The Mylar with 5 paper copies. I currently have the preliminary survey in the file. 4.) Recording fees for the survey. The recording fee are$138. ($128 original survey &$5 for each additional page; the survey is 3 pages so add $10) I will be in on Friday if you have any questions. Colleen Zmolek Assistant Planner Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 360-379-4462 czmolek(c�co.jefferson.wa.us E if E P S O M C D Y M T C WAMPUM)SIIWARDSMI P RESOURCE CENTER All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1, 2008. Our office is open to the public 9:oo a.m.-4:30 p.m. Monday to Thursday, closed Fridays. 2/2/2012 February 2, 2012 UERLA COONE PO BOX 226 BRINNON WA 98320-0266 RE: SITE ADDRESS: DOSEWALLIPS RD CASE* MLA11-00184 Dear UERLA COONE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project email sent 2-2-12 CZ Hi Tami, This email is regarding MLA11-00184; the Coone lot certification on parcel 602344015. The following items are required or need to be addressed prior to issuance; 1.) The survey must have the signature block including a notarized signature of the property owner. View an example of the signature requirements on line, see -APN563826. I also have a copy of the survey at at my desk. 2.) Taxes must be paid for the current year to the treasurers office. I called the treasurer today and 2012 taxes are$237.40. 3.) The Mylar with 5 paper copies. I currently have the preliminary survey in the file. 4.) Recording fees for the survey. The recording fee are $138. ($128 original survey & $5 for each additional page; the survey is 3 pages so add $10) Please submit the above information to the Department of Community Development by May 2, 2012. Pursuant to Jefferson County Code(JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, Department of Community Development Staff c: File JEFFERSON COUNTY WATER QUALITY Page 1 of 2 Colleen Zmolek From: Sherrie Shold Sent: Tuesday, October 25, 2011 4:55 PM To: Colleen Zmolek Subject: RE: lot certification Follow Up Flag: Follow up Flag Status: Red Colleen, I'm not bothered by Wally-he is just trying to get this through. Considering that we have no request on file for the consolidation and we are cleaning up a past"potential violation" I can process it with a letter or e-mail from you. In the DRD meeting, did you talk about whether or not we were going to require Wally to record a lot certification? I know we have talked about this going both ways and are trying to be consistent I will support DCD's decision. How's that for passing the bucks!! I am good to go with the Coone transaction. I haven't looked at Pope's yet. I will look at the latest Schmidt's you sent on Friday before I left for the day. It is the end of the year and I don't have a problem with everyone wanting to finish up without starting over with the taxes. Hope my answers help. Please don't hesitate to contact me if I forget or if you should have any other questions. Sherrie Sherrie shold PropertJ operatiows Jef fersovu count Assessor's o f flce 360-32575105 sskoLoi@cojeffersow.wa.us fersow.wa.us ICI . From: Colleen Zmolek Sent: Tuesday, October 25, 2011 4:42 PM To: Sherrie Shold Subject: lot certification Hi Sherrie, I was working on the email below regarding Wally's lot cert request. Sorry I did not get the information to you until last week Oct. 17th, which I did explained to Wally when he called. For Tax lots 5&6 and legal descriptions in metes and bounds would you suggest he fill out a lot certification statement of intent to record? I know you are buried but a FYI on Wally Pederson's lot certification, MLA11-210. Wally is anxiously waiting approval for a sale, I am sure you will be his next contact to expedite his permit. I am taking the question to a meeting this afternoon for the determination regarding the daughters names on the deed of 10/28/2011 Page 2 of 2 4 "trust and REET. To follow up on the Coone lot certification MLA11-184. Pat has signed off on the new survey, do you have any comments? When the application was received an expedite was requested. But have no new pressure to expedite. Pope resource lot certifications, MLA11-90& 89 have not yet been processed. Two weeks ago Brandon Bird was inquiring about their progress but I have not heard anything lately. Pat has signed off. Do you have any comments? Just touching base on the lot certs. WOW, we have had a bunch of lot certifications. I am having a hard time keeping everything in order. I am sorry for the delay in sending Wally's to you for comment. Thank you, CoCCeen ZmoCek Assistant Planner Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 360-379-4462 czmolekcc7r co.jefferson.wa.us E. F f E * 4 b M1 C@ Y 11 7 Y WATERSIND STEM AROSHIIP RESOURCE CENTER All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1, 2008. Our office is open to the public 9:oo a.m. -4:3o p.m. Monday to Thursday, closed Fridays. 10/28/2011 Colleen Zmolek From: Lisa Yobbagy-Keller Sent: Tuesday, September 13, 2011 2:12 PM To: Colleen Zmolek Subject: FEE PD FOR MLA11-184 .eitoa Xeiter, C.9.9" Permit Technician II Dept of Community Development lisa@co.jefferson.wa.us (360) 379-4450 All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW. Please note: DCD hours have changed as of December 1, 2008. Our office is open to the public 9:00 am - 4:30 pm Monday thru Thursday and closed on Fridays. 1 °= e© z r JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT i ti 621 Sheridan Street• Port send--Washington-983&8_ 360/379-4450 • 360/379 51 Fax -A*4449;Z:os- www.co.jefferson.wa.us/ mmdevelopment ' ' 1 Master Permit Application , g I Project Description(include separate sheets as necessary): -__,/ viol USt •Dt st t wn o rt . O ■ ( id ^,fY Tax Parcel Number. __'� i. u 01,•i► 0,0 2• 3 N y 0 /6 •13 (acr-. square feet)_ Site Address and/or Directions to Property: ..5-e Wit -s 'o� 8r , , •, WIN 6$3 2C) Property Owner(s)of Record: (7 err.(A 1I 0 v? -e. Telephone: 31,0 -?el 4f, —4,9,31 Fax: email: Mailing Address: (P0 SO 2 2 -( 9 te't n n e/Yl � 0/Pr g % 3 2 C, Applicant/Agent(if different from owner): JG A'evs 0 h r/r, tC y Woc4-e v avt a 1 r•-} Telephone:3 CO -_3 1 cl - (Ai et Fax: / email: •froierdyny cifo cr' P evso1 *-VS Mailing Address: Cof5 .Sfn�rra(a in c POri TDWncf -to(, WA- k ti3G.r What kind of Permit?(Check each box that applies 15tIot or Road Segregation 'x•4wl pfr oil is. 3 S. o docti) ❑Building ❑Critical Areas Stewardship Plan'" ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home . .0 Modular . - 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑ Home Business 0 Cottage Industry ❑Binding Site Plan** ❑ Propane 0 Long Plat** ❑Sign -- • ❑Planned Rural Residential Development(PRRD)/Amendments** - ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions`* ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** 0 Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **R .uires a Pre-,.J•lication Conference Please identify any other local,state or federal permits required for this proposal, if known: - Ire • 0 CDU 1 t/Vede-r el IA. + DESIGNA ON OF AGENT I hereby designate -�- " to act as my agent in matters relating to`this application for permit(s). e OWNER SIGNATURE -�� t ' 1 Q. Date: // i 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 tight of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application th he or he wants prior notice. Signature: • C `,_' Date: c'/ i /Itt 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 esponlibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: •C.cre,a L Date: `gii I /I% G:\PemvtCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Armlicarinn 5-29-OR(Inc BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: _Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank O Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit Water Supply: LI Demolition ❑ Other. Existing: Setback: ❑, Private well 0 Two Party Type of Heat: Proposed: 0 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 I No if this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: I 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 lineslines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, , in• the reserve area. Current Pro OSed a w : n ,r, te. S.uare Foots e 6 �:. t , �; € R t z � Main Floor Heated - EH Bid App Review: b , Consistency Review: 2' Floor Heated cY r Other Heated '' Base fee: 5. ,, Additional Section: Mezzanine 4,,r k� r Heated Basement Plan Check fee: Unheated Basement ?: State Surcharge fee; Other Unheated .Pot Water Review fee: ,4:7.-,.,'''s;.-it-s-;::,7:7.Garage/Carport : SUBTOTAL Decks I 4-' t ,` . 911/Rd Approach fee: e Other g. , TOTAL: $ fix ;. . ri Receipt Number• Kew ? Cash/Check Numbers ESTIMATED COST(REQUIRED) _ Date: .Fair market value of all labor and materials foundation to finish Initials: G:\PemutCenter\###FORMS###\DRD FORMS\Current DRD Fonns\Master Permit Application S-29-08.doc Catie`en Zmolek From: Lisa Yobbagy-Keller Sent: Tuesday, September 13, 2011 2:12 PM To: Colleen Zmolek Subject: FEE PD FOR MLA11-184 5nam o, t!',a , e?,9" Permit Technician II Dept of Community Development lisa@cojefferson.wa.us (360) 379-4450 All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW. Please note: DCD hours have changed as of December 1, 2008. Our office is open to the public 9:00 am - 4:30 pm Monday thru Thursday and closed on Fridays. 1 . Jefferson County D C D k Invoice No. 11-115 I 44 ' 621 Sheridan Street Port Townsend, WA 98368 sc,A0 (360) 379-4450 fax(360)379-4451 INVOICE Customer Name Jefferson County Water Quality Date 8/15/2011 Address 615 Sheridan St Case# City Port Townsend State WA ZIP 98368 Case# Phone ATTN: Tami Pokorny J Case# MLA11-184 Qty Description Unit Price TOTAL 1 Consistency Review Fee for Lot Segregation $284.00 $284.00 PO Order# 11-314 MLA11-184 Please Mail to: 621 Sheridan Street Port Townsend, WA 98368 Please Make Payable to: Jefferson County SubTotal $284.00 Payment Details O Cash O Check O Outstanding TOTAL $284.00 Name Check# Office Use Only Receipt# Department of Community Development a -1 X X -+, 0 CO -1 -b x -1 CD 0) -- -• 0) -0 CO 0) X O_ n r+ X 0) c) -3 -0 0) 0 - -3 -3 C) CO C 0_ CD 0) C) CD 3 n CC -- CD CC CD CD O CD r+ O CD - O 7C O 5 E 'S •• co Z O 7 # CC Ca] - -P CD n 4, _) 0_ O O CO - O O CO CJ) O CO n CO N O O O N Z GO -P co - O CO < CO CO CO O rF - CO n O -co c n r+ O CO r Z CO G MI O m O v C O C rn X 03 CD H X) 3 0) CO Z CO CO 42. o Z O r -0 CO m CO CO Z O a I- CD -I . -1 m -1 n 73 O X m X O -1 N O_ m M Z n -a c a CO n 3 N O rn rn O X m N r O N O -I O po a) C)) Z D a r Z CO CO N O 0) XL m 7C a Z - --. X N M -- a O a M 43, CO O MI CO - m m r -o -P rn D CO CO m X M 0 CO CO -• -I CO M -II. -< x N = a -P -- O 1--1 Cl) O = n i z rn n o_ O o n r co o N o �. 0) -i E C) x c 7 m 0) 0_ 73 n o c O_ CO CD CD CO O O -I -1 M -o -o r o o Z a S a n n c) Cr C) o- C •- a CC] CO H O_ r+ Z C 0 m -� c v n : ' CO rF O_ Pa 3 Q ^ r -3 0 0 pc) a - O. 0 Z C- CO CO - CD -+, v a --.1 •• .. O O L C3) O H 0 \ ')7 Z 0- N M i7 O C O F-I CO w4��5�T C JEFFERSON COUNTY PUBLIC HEALTH qs : off 615 Sheridan Street • Port Townsend •Washington • 98368 yI www.jeffersoncountypublichealth.org August 15, 2011 Stacie Hoskins Jefferson County Department of Community Development 615 Sheridan Street Port Townsend,WA 98376 Dear Stacie, Please find attached a Master Permit Application to segregate a portion of the Coone property for possible acquisition by the County for salmon recovery purposes. To the greatest extent possible, please expedite the processing of this application. Grant funding for this project expires at the end of this year and the acquisition process itself requires several weeks to complete. Please don't hesitate to contact me if you have questions or would like to discuss any aspect of this application. Sincerely, Tami Pokorny Environmental Health Specialist II EC E U V lI �� iJG 1 5 2011 ` 1 JEFFERSON COUNTY rrT DEPT.OF COMMUNITY DEVELOPM HEALTH DEVELOPMENTAL DISABILITIES PUBLIC HEALTH ENVIRONWAT RLQUALITY MAIN: (360)385-9400 ALWAYS WORKING FOR A SAFER AND MAIN: (360)385-9444 FAX: (360)385-9401 HEALTHIER COMMUNITY FAX: (360)379-4487 Colleen Zmolek From: Pat Perryman Sent: Wednesday, September 28, 2011 12:19 PM To: Colleen Zmolek Subject: M LA11-00184 September 28, 2011 RE: MLA11-00184 Coone/JLT Colleen, After reviewing the revisions submitted to us on Septmber 20, 2011, I have no further comments concerning this proposed action. All of my previous concerns pertaining to the action have been addressed. If you have any questions or comments, please do not hesitate to contact me. Thanks, Pat Pat Perryman P. 0. Box 1220 Port Townsend, WA 98368 (360) 385-9365 or (360) 385-9222 e-mail pperryman @co.jefferson.wa.us 1 10/31/2011 EL1R.' Conditions Associated With 1:49:07PM Case#: SUB11-00010 '� ,�� ref'sf� k' .. z ..'!:2 r .. —.ss-:...._....�..... ..�..,... ..,4 2001 SURVEY REC'ORING REQUIREMENTS None NOT MET 10/31/2011 CJZ The survey mylar and recording fee of$128(plus$1 for additional names a&$5 for additional pages)payable to the Jefferson County Auditor shall be submitted to the Department of Community Development for department signatures and recording of said mylar and copies. 2001 SUBMIT MYLAR None NOT MET 10/31/2011 CJZ SUBMIT THE MYLAR AND FIVE(5)COPIES OF THE SURVEY TO THE DEPARTMENT WITH THE RECORDING FEE(PAYABLE TO THE JEFFERSON COUNTY AUDITOR)FOR DEPARTMENT SIGNATURES AND RECORDING OF THE SURVEY. 7001 F-EXEMPTION None NOT MET 10/31/2011 CJZ The proposal is found to an exemption under Jeffeson county Code(JCC)Section 18.35.040(4): (4)Divisions of land relating to the acquisition of fee simple interest in land by public agencies,including,but not limited to,divisions made for road or public right-of-way conveyance or widening purposes. This exemption shall not be construed to include acquisitions of easements. 7001 F-ASSESSOR'S OFFICE None NOT MET 10/31/2011 CJZ On 9-28-2011 Pat Perryman in the Assessor's Office comments as follows: After reviewing the revisions submitted to us on Septm.ber 20,2011,I have no further comments concerning this proposed action. All of my previous concerns pertaining to the action have been addressed. 7001 F-ASSESSOR'S OFFICE None NOT MET 10/31/2011 CJZ On October 25,2011 Sherrie Shold in the Assessor's Office comments as follow: All her previous concerns have been addressed. The proposed exemption is good to go. Page 1 of 1 CaseConditions,.rpt 10/28/2011 Conditions Associated With `,per 3:03:48PM Case#: SUB10-00007 �� 'fit'�% .y. � y �� a 3- a. �` - 2001 C-RECORD OF SURVEY None NOT MET 9/17/2010 MKF The surveyor shall record the legal description instrument and reference it on the face of the mylar. The mylar and 4 copies along with a recording fee of$128(payable to the Jefferson County Auditor)shall be submitted for recording to complete the process. 7001 F-JCC EXEMPTION-NOT A BLA None NOT MET 9/17/2010 MKF The proposal is found to be an exemption under Jefferson County Code(JCC)Section 18.35.040(4). The proposal is not a boundary line adjustment but a reconfiguration of existing legal lots of record for an acquisition of a public agency. Page 1 of 1 CaseConditions..rpt i3N oo JEFFERSON COUNTY , , DEPARTMENT OF COMMUNITY DEVELOPMENT ti vd � 4 O� 621 Sheridan Street Port Townsend, WA 98368 Al Scalf, Director September 19, 2011 Dear Re/wer, RE: MLA11-00184 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: Subdivision exemption JCC 18.35.040(4)-Salmon recovery acquisiton Location: Parcel number 602 344 015, Section 34, township 26N, Range 2W, WM, located off Dosewallips Rd, Brinnon 98325 Comments must be received within fourteen (14)calendar days or by October 3, 2011. If no written response has been received within fourteen (14)days,your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, Colleen Zmolek C: , c -Q0- I1 )\-12AY.t €8. Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 Colleen Zmolek From: Pat Perryman Sent: Wednesday, September 28, 2011 12:19 PM To: Colleen Zmolek Subject: MLA11-00184 September 28, 2011 RE: MLA11-00184 Coone/JLT Colleen, After reviewing the revisions submitted to us on Septmber 20, 2011, I have no further comments concerning this proposed action. All of my previous concerns pertaining to the action have been addressed. If you have any questions or comments, please do not hesitate to contact me. Thanks, Pat Pat Perrryman P. 0. Box 1220 Port Townsend, WA 98368 (360) 385-9365 or (360) 385-9222 e-mail pperryman @co.jefferson.wa.us September 7, 2011 UERLA COONE PO BOX 226 BRINNON WA 98320-0266 RE: SITE ADDRESS: DOSEWALLIPS RD CASE#: MLA11-00184 Dear UERLA COONE: 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 Assessor's Office has reviewed the draft survey and made the following comments: 1). The legal descriptions for the parcels need to be submitted before any review by the Assessor's office. 2). This exemption from the subdivision is similar with V35/P262-3 so the following information needs to be on the Mylar. (see attached) a). The county assigned case # MLA11-00184 / SUB11-00010needs to be added to each page of the survey. b). Approval signature and date line for DCD Administrator shall read: Administrator, Department of Community Development c). A paragraph statement similar to#5 needs to be added: The purpose of this survey is to illustrate segregation for the purpose of conveyance. This segregation exemption is allowed under Jefferson County Code. 18.35.040(4), due to acquisition of land by a public agency in fee simple. Parcel is to conveyed to a public agency. d) Note#8 needs to be removed. Full description of the existing parcel and full descriptions for both Parcel A and Parcel B needs to be included on the face of the survey. e). #7 under Notes - great information statement; there will be no confusion in the future as to what the intention was. Additionally, is this parcel being sold to Jefferson Land Trust or is it being sold to the Jefferson County Natural Resources? Please submit five (5) sets of the large revised survey map for continued review. Please submit the above information to the Department of Community Development by December 6, 2011. Pursuant to Jefferson County Code (JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional lime to submit the required information within the ninety (90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, Department of Community Development Staff c: File JEFFERSON COUNTY WATER QUALITY 554833 V:835 P: 62 P,:1 of 2 SURV 1 3133.00 CLARK LAND OFFICE viii r18 M1.1(AliV1 11011l�i�iINA liiu M1,410—00197/SUB 10-00007 SURVEY FOR: cT 1(/l 11 1/l R l TA ND TR US T IN SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NORTHEAST CORNER OF SECTION 8 9 17, CALCULATED POSITION PER VOL. 25 OF SURVEYS, PAGE 40. 171 16 (NOT VISITED THIS SURVEY) I \ \ \ I \\ 4,6 I " LEGEND; /\ • DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: CLARK LS I \ \ 38956". (4/23/10) r\\ W 0 G\ • DENOTES FOUND 5/8"REBAR WITH PLASTIC SURVEY CAP STAMPED: "LS • ' Cs e w 27194"PER VOL. 21 OF SURVEYS, PAGE 87. (5/27/08) I X26,,``",1_ ,'C9G� v h t-------200' cf, V o 0 DENOTES CALC. POSTION OF 5/8"REBAR WITH PLASTIC SURVEY CAP \ 2 STAMPED: LS 27194"PER VOL. 21 OF SURVEYS, PAGE 87. (5/27/08) I 0 DENOTES FOUND 5/8"REBAR WITH PLASTIC SURVEY CAP STAMPED: CENTERLINE OF \ NTT-NESARY 22344"PER VOL. 9 OF SURVEYS, PAGE 70. (5/27/08) I DUCKABUSH ROAD �\ 'A PER VOL. 21 OF O ♦ DENOTES FOUND 1/2"REBAR WITH PLASTIC SURVEY CAP STAMPED: I v SURVEYS PACE 87. °�. �� DUBACK 15647"PER VOL. 1 OF SURVEYS, PAGE 167. (5/27/08) `'..o`?j \ N I 9'ski I PARCEL A 4.08 ACRES \ N ETA DIL, I SCALE: 1"a 10' I ��S O of / / I P P"R JOPPGE ` o 2 5.1' Ili 0' ck j, o LINE TABLE / 'l4 I)RJ( o N LINE BEARING LENGTH S H EAST QUARTER CORNER 2.4' L I S88'14'28"W 40.00' h `lsr J OF SECTION 17, L2 N88'1428"E 40.00' �o�y Jy FOUND 3/4"IRON PIPE. SHED. L3 500'42'45 E 30.89' 1716 (5/27/08) L4 N52'55 29 E 37.25' L5 58707'16."E 78,74' �. N$ ira L6 S86'32'191- 28.85' A) L7 583'27'47"E 33.29' h PARCEL B . 's�o•lg, m � � N L8 S87'2J'48"E 30.91' 5.49 ACRES 79, lq E' "' 1A 0(j10f L9 S8723'02"E 28.00' R EDGE OF EASEMENT J3 _ m L�tp�IpU�o bp0 LIB 576'49'28"E 38.66' h PER AFN 415923.�� I IQ Q R N,G L I 1 582'18'31"E 63.14' l L12 FOR OTHER IMPROVEMENTS G1 0.2'005'Pp 2.9' 1.13 572'27'14"E 100.13' ALONG EAST LINE SEE VOL. 21 w 0 o L I4 573'41'05 E 51.32' OF SURVEYS, PAGE 87. o I o_ L15 570'04'43 E 31.63' _ LI6 S63'42'41 E 55.87' MOBILE HOME " 564'35'22'E L17 564'35'22 17.70' ` WITH ADDITION. _-' ORDINARY HIGH VV. i\ EDGE OF EASEMENT WATER PER FIELD \" NOTES PER AFN 425924. H �O D —TIES. (6/11/08 w w2 91j 1.THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING A m o n°i 5 SECOND TOPCON CPT-8005A TOTAL STATION AND STEEL TAPE. 1 _ W t:"Z 0 01510E 2.FOR BASIS OF BEARING AND SECTION SUBDIVISION DATA, SEE VOL. 25 LS• A— C7/LA,' L.,------41,5 CT, -.I�� w I ,, 05 P�p0 A 0 OF SURVEYS, PAGE 40, RECORDS OF JEFFERSON COUNTY, WASHINGTON. DUCKABUSH ..-+ ••~L12.1`Ll""SE DETAIL. Q c11 J0QE 6A / ? PIG PER PpG J.THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE OF ALL CENTERLINE OF J RIPER,--,-. 11,4 ,,s • OQNQ.60,15. MAY AND/OR PROPERTY. RECORDED OR UNRECORDED THAT OUCKABUSH RIVER PER yls A P FIELD TIES. (6/11/08) I 4.THIS SURVEY WAS PERFORMED ACCORDING TO WAC 332-130-090 APPROVALS; 4,>. STANDARDS FOR LAND BOUNDARY SURVEYS. THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO MEET THE CURRENT'MINIMUM STANDARD REQUIREMENTS"OR ACCURACY STANDARDS"FOR AL7A/ACSAI LAND TITLE SURVEYS. fir) I 5.THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE SEGREGATION FOR C Q[',Ll CI01C.-r-� (0I''7 RAID THE PURPOSE OF CONVEYANCE. THIS SEGREGATION EXEMPTION IS 111 ALLOWED UNDER JEFFERSON COUNTY CODE, CHAPTER 18.35.040(4) AD ISTRATOR, JEFFERSON COUNTY DEPARTMENT DA ' DUE TO ACQUISITION OF LANG BY A PUBLIC AGENCY IN FEE SIMPLE. OF COMMUNITY DEVELOPMENT. pAAC EC B /S Tb BE COPIVEYkG To A reticiG A6En2[y, S'''SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR 2 AUDITOR'S CERTIFICATE UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS W o DAY OF OF THE SURVEY RECORDING ACT AT THE REQUEST JEFFERSON FILED FOR 2:57 LM RDINHB00K 35 OF SURVEYS, ON PAGE 2(92 AT THE 010 LAND TRUST IN APRIL, 2(110. REQUEST OF SCOT B. CLARK. K S��Bs'%wo m ►, , ILs ID"L - 5541 833 illi TI COUNTY AUDITOR v AUDITOR'S FILE NUMBER cli ' 1-\/t , ///_ 9.___, SHEET 1 OF 2 � d) //�fG�C_ N.T.S. - SCOF B. CLARK, PLS ` P o De.2186 �.F.117 .- L.S. NUMBER 38956 Ci _ 4135 N su,n.< ouL oao ■a X LAND SURVEYING �R sequin,,wn 98382 N DATE' 7./7/7. 1 MAPPING • (360)681-2161 100 50 0 100 DEVELOPMENT CONSULTING jt FAX 603-5310 N FINAL CHECK: SOC CONSTRUCTION MANAGEMENT t/ :. (000)601-2161 L� PLAT CHECK: JCA SCALE IN FEET DRAWN KOK 17(25N-2W) % v.I SERE 022511-STEwARTJBASE-061308 554833 V: 35 P: 263 Py:2 of 2 SURV 10/07/2010 02:512 Fit $133.01f1u5,48 .48%OFFICE auditor VIII h i N riFIVINIV,Iikti tUl Pr}o Eldridge. NI III T/� �/ �1 /� MLA10-00197/SUB10-00007 SURVEY FOR: c/ 11x1 1 r/ 1RSON LAND TI?UST IN SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M. JEFFERSON COUNTY, WASHINGTON DESCRIPTIONS DESCRIPSLQN BEFORE SEGREGATION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER;SOUTH OF THE DUCKABUSH ROAD,AS CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED AUGUST II, 1953, UNDER AUDITOR'S FILE NO. 138855,AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER LINE EASEMENT, KNOWN AS THE SHELTON-FAIRMOUNT TRANSMISSION LINE, AS THE SAME IS NOW SURVEYED AND LOCATED ON SAID FORTY ACRE TRACTS;AS GRANTED BY INSTRUMENT RECORDED JULY 13 1948, UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON. PARCEL A THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER LINE EASEMENT, KNOWN AS THE SHELTON-FAIRMOUNT TRANSMISSION LINE,AS GRANTED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'42'45"EAST,ALONG THE EAST LINE THEREOF,A DISTANCE OF 127.56 FEET,' THENCE NORTH 70' 14' 14"WEST,A DISTANCE OF 195.73 FEET; THENCE NORTH 51'34'39"WEST,A DISTANCE OF 353.01 FEET; THENCE NORTH 14'20'57"EAST,A DISTANCE OF 426.17 FEET TO THE SOUTHERLY MARGIN OF DUCKABUSH ROAD; THENCE SOUTH 41'56'55"EAST,ALONG SAID SOUTHERLY MARGIN,A DISTANCE OF 278.26 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTH 4713'35"EAST,A DISTANCE OF 230.99 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 17; THENCE SOUTH 00'33'18"WEST, ALONG SAID EAST LINE,A DISTANCE OF 207.07 FEET TO THE POINT OF BEGINNING. PARCEL B THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER LINE EASEMENT, KNOWN AS THE SHELTON-FAIRMOUNT TRANSMISSION LINE,AS GRANTED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'42'45"EAST,ALONG THE EAST LINE THEREOF,A DISTANCE OF 127.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00'42'45"EAST ALONG SAID EAST LINE, A DISTANCE OF 390.44 FEET TO THE CENTERLINE OF THE DUCKABUSH RIVER AS SHOWN ON VOLUME 33 OF SURVEYS, PAGE 187, RECORDS OF JEFFERSON COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG SAID CENTERLINE THE FOLLOWING COURSES: NORTH 64'35'22"WEST,A DISTANCE OF 17.70 FEET; NORTH 63'42'41'WEST,A DISTANCE OF 55.87 FEET; NORTH 70'04'43"WEST,A DISTANCE OF 31.63 FEET; NORTH 73'41'05'WEST,A DISTANCE OF 51.32 FEET; • NORTH 72'27' 14'WEST,A DISTANCE OF 100.13 FEET,' NORTH 80'42'55"WEST,A DISTANCE OF 66.59 FEET; NORTH 82' 18'31"WEST,A DISTANCE OF 63.14 FEET,' NORTH 76'49'28"WEST,A DISTANCE OF 38.66 FEET; NORTH 87 23'02"WEST,A DISTANCE OF 28.00 FEET; NORTH 87 23'48"WEST,A DISTANCE OF 30.91 FEET; NORTH 83'27'47"WEST,A DISTANCE OF 33.29 FEET; NORTH 86'32' 19'WEST,A DISTANCE OF 28.85 FEET; NORTH 87 07' I6'WEST,A DISTANCE OF 78.74 FEET TO THE EAST LINE OF SAID POWER LINE RIGHT OF WAIT THENCE NORTH 14'20'57'EAST ALONG SAID EAST LINE,A DISTANCE OF 565.73 FEET; THENCE SOUTH 51'34'39"EAST,A DISTANCE OF 353.01 FEET; THENCE SOUTH 70' 14' 14"EAST,A DISTANCE OF 195.73 FEET TO THE TRUE POINT OF BEGINNING. - r (OS v "'9 �e a• SHEET 2 OF 2 •/ .,C N.T.S. .:.: L D.0 Ba"3199 •, d'CI3T61,0 935 N 511,Avg. aVAy D X LAND SURVEYING VIA 95382 X MAPPING ae1-2151 6 nHU CHECK: SBC DEVELOPMENT CONSULTING - B e FAN 583-531. W PUT CHECK: SBC CONSTRUCTION MANAGEMENT O CE , 18881 a81 2161 OITA4%BT: NON 17(25N-2W) _ SERE 022511-STEVART_BA5E-061308 Colleen Zmolek From: Pat Perryman Sent: Wednesday, August 31, 2011 10:03 AM To: Colleen Zmolek Subject: M LA11-00184 Follow Up Flag: Follow up Flag Status: Red August 31, 2011 RE: MLA11-00184 Coone/J LT Colleen, My only comment concerning this proposed Action at this present time is that I do not have the legal descriptions for the parcels. Until I have those, I cannot really make any comment since most of my review hinges on the descriptions. If you have any questions or comments, please do not hesitate to contact me. Thanks, Pat Pat Perryman P. 0. Box 1220 Port Townsend, WA 98368 (360) 385-9365 or (360) 385-9222 e-mail pperryman @co.jefferson.wa.us 4 I ON c0 Jefferson Count �� County Assessor's Office I THE HEART OF THE 4 . OLYMPIC PENINSULA P.O. Box 1220, Port Townsend, WA 98368 kINu Jack Westerman III, Assessor MEMO from the Office of JEFFERSON COUNTY ASSESSOR TO: Colleen Zmolek, DCD FROM: Sherrie.Sha1d, Property Operat'tan4- ..tee C-e,! DATE: August 25, 2011 RE: Coone/JLT- MLA11-00184 MESSAGE: Colleen; Unfortunately,I will not be able to completely review this MLA without property descriptions. However,I can review what details are missing from the survey. This exemption from the subdivision is similar with V35/P262-3(attached)so the following information needs to be on the Mylar. 1). The MLA/SUB number. 2). Approval signature line for DCD Administrator. 3). A paragraph statement similar to#5 needs to be added: THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE SIGREGATION FOR THE PURPOSE OF CONVEYANCE. THIS SEGREGATION EXEMPTION IS ALLOWED UNDER JEFFERSON COUNTY CODE,CHAPER I8.35.040(4) DUE TO ACQUISTION OF LAND BY A PUBLIC AGENCY IN FEE SIMPLE. PARCEL___ IS TO BE CONVEYED TO A PUBLIC AGENCY. 4). Note#8 needs to be removed. Full description of the existing parcel and full descriptions for both Parcel A and Parcel B needs to be included on the face of the survey. 5). #7 under Notes—great informational statement;there will be no confusion in the future as to what the intention was. Is this parcel being sold to JLT or is being sold to the Jefferson County Natural Resources? I was asking this question because we have spoken with Tami P.about this parcel and she works for the County and title of the survey indicates JLT. I have highlighted the areas addressed in my comments on the sample survey. Please let me know if you should have any questions regarding my comments. (360) 385-9105 • FAX (360) 385-9197 • web site: www.co.jefferson.wa.us T J 4 .• 854833 V:35 P:282 P :1 of 2 560$ 10/07/2015 02:52 PM $133.00 CLARK LAND OFFICE J�1I.r,en Gcunly LA Pueltor•r 011iw-5a,m�Eleritle� A+ei for liDIMAKIIYIAIN,141.0011141i 11111 MLA 10-00197/SUB 10-00007 SURVEY FOR: eJ /' 1 1 'ARSON T Ii L TR US T IN SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M. JEFFERSON COUNTY, WASHINGTON NORTHEAST CORNER OF SECTION 8 9 17, CALCULATED POSIRON PER VOL. 25 OF SURVEYS, PACE 40. 17 16 I \ \ \ (NOT VISITED THIS SURVEY) / \ \ LEGEND; I / \ • DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: CLARK LS !, 38956". (4/23/10) / '5D 1'`s\n\ n • DENOTES FOUND 5/8"REBAR WITH PLASTIC SURVEY CAP STAMPED: "LS / ''cY�i "�y_ '0 27194"PER VOL. 21 OF SURVEYS, PAGE 87. (5/27/08) h-------.. �� \`wGD N$ 0 DENOTES CALC. POSTION OF 5/8'REBAR WITH PLASTIC SURVEY CAP 2D • 2 STAMPED: "LS 27194"PER VOL. 21 OF SURVEYS, PAGE 87. (5/27/08) I \ 01 DENOTES FOUND 5/8"REBAR WITH PLASTIC SURVEY CAP STAMPED: / CENTERLINE OF \ \ NTl-NESARY 22344"PER VOL. 9 OF SURVEYS, PAGE 70. (5/27/08) , DUCKABUSH ROAD PER/ SURVEYS PAGE 87. >��"YO\ • DENOTES FOUND 1/2"REBAR WITH PLASTIC SURVEY CAP STAMPED: ?�'",J, \ \ DUBACK 15647'PER VOL. 1 OF SURVEYS, PACE 167, (5/27/08) PARCEL A / 4.08 ACRES \ \ DETAIL; 0 f \ \\ SCALE: 1"= 10' / Or',. 9 10. / \ , / 6 p'o&JO' s'l I �P JE F M LINE TABLE s , 2S�J" N$ EAST QUARTER CORNER 2.4' I LINE BEARING LENGTH L1 588'14'26"W 40.00' h `rs.0,, OF SECTION 17, LZ N88'74'28"£ 40.00' >i FOUND 3/4"IRON PIPE. SHED. L3 500'42'45"E 30.89' 17/ 16 (5/27108) L4 N52'55'29"E 37.25' L5 58707'16"E 78.74' O 'I:). p 'la L6 586'32'19"E 28.85' A b `I .4. L7 583'27'47 E 33.29' o PARCEL CRE B • s'S7��¢e 0o11)af .4.'' is ssrzJ oz E 28.00' 5.49'� '3 _ m 01 -' d LID 576'49'28"E 38.66' v' EDGE OF EASEMENT 11P y PER AFN 425923.�� PIG PER JOOE 64 L i) 582'18'31 E 63.14' FOR OTHER IMPROVEMENTS 0 0p.Q„.tS'P 2.9' 1 L 13 572'27'14 E 100. 3' ALONG EAST LINE SEE VOL. 21 Wo L14 S73'41'05"E 51.32' ' OF SURVEYS PACE 87. g $ _— L15 570'04'43 E 31.63' L16 S63'42.41 E 55.87' MOBILE HOME "- L17 584'35'22"E 17.70' WITH ADDITION.--^ — ORD/NARY HIGH Lb• 7P% WATER PER FIELD EDGE OF EASEMENT I/ TIES. (6/11/08) PER AFN 425924. a b ��rQ0 NOTES: W g Nd 1. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING A q q p n°i 5 SECOND TOPCON CPT-8005A TOTAL STATION AND STEEL TAPE. L8.•4 L8 pL?,I L.8•L91 LTD 0 I t-d �jO 001j(QF 2.FOR BASIS OF BEARING AND SECTION SUBDIVISION DATA, SEE VOL. 25 rt L 11. L 121 n$ OS P(,P 4 OF SURVEYS, PACE 40, RECORDS OF JEFFERSON COUNTY, WASHINGTON. DUCKABUSH L T\SEFTAAIL. „ "OPN NO��64 PIG PER Pp0 3.THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE OF ALL CENTERLINE OF ,.----4./..r I(B'hz "0' ,1 V • o(,,, 8 15, EASEMENTS AND/OR ENCUMBRANCES RECORDED OR UNRECORDED THAT DUCKABUSH RIVER PER '1� Y 00'P(P' MAY AFFECT THIS PROPERTY. FIELD RES. (6/I 1/08) 76 l 4. THIS SURVEY WAS PERFORMED ACCORDING TO WAC 332-130-090• APPROVALS; 4>> STANDARDS FOR LAND BOUNDARY SURVEYS. THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO MEET THE CURRENT"MINIMUM STANDARD REQUIREMENTS"OR ACCURACY STANDARDS'FOR ALTA/ACSM LAND c``j1�'-�I- / o Il ` TITLE SURVEYS. I�d/N �A3'\}_�b (Oir1 IZ.O(0 5.THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE SEGREGATION FOR ,,�/,��//�� THE PURPOSE OF CONVEYANCE. THIS SEGREGATION EXEMPTION IS AD ISTRATOR, JEFFERSON COUNTY DEPARTMENT DA ALLOWED UNDER JEFFERSON COUNTY CODE, CHAPTER 18.35.040(4) OF COMMUNITY DEVELOPMENT. DUE TO ACQUISITION OF LAND BY A PUBUC AGENCY IN FEE SIMPLE. PAACEC B is Tb ESE coNVEYFO To A Pd9GIG AGENCY 05 SURVEYORS CERTIFICATE; THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR $ AUDITORS CERTIFICATE UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST JEFFERSON FILEQp FOR RECORD THIS 7 DAY OF CI-hbQX' 2010, • LAND TRUST IN APRIL, 2010. ATZ:57 ,f.M., IN BOOK c95 OF SURVEYS, ON PACE 2p2 AT THE REQUEST OF SCOT B. CLARK. ciY 77 Dfo ria, 55y$33 COUNTY AUDITOR 'U AUDITOR'S FILE NUMBER , - ' . - - SHEET 1 OF 2 /j4/•�� N.T.S. Azar Te SCOT B. CLARK, PLS P O.Bow zro, L.S. NUMBER 38956 936 N sm Aw N CLARK ''„ 1./11D DATE: /"�''�/0 i'■ N© LAND SURVEYING stla"^'.WA 5038z 1 �© MAPPING (380)881 zi51 FINAL CHECK: SBC 100 50 0 100 WO DEVELOPMENT CONSULTING nourriEL PAx 65,3-83,0 T�,y` PLAT CHECK: JCA CONSTRUCTION MANAGEMENT NE (505)081-2101 x�` DRAWN BY KDK SCALE IN FEET 17(25N-2W) '' V") SERA: 022517-STEWART_BASE-061300 • o • 559833 V: 35 P:263 P:2 of 2 SURV Jeffersonn Counts RA PP11 $132.00 CLARK nna LAND OFFICE Pu VIII Fri'i li rarlg1 10,1iikWA P VWI III III /� J� /� ]� ]� ] /� ]� /� MLA 10-00197/SUB 10-00007 SURVEY FOR: e/ / 11' 1 I/ , bSOl � / 1A WD TRUST IN SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M. JEFFERSON COUNTY, WASHINGTON DESCRIPTIONS: DESCRIPTION BEFORE SEGREGATION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER;SOUTH OF THE DUCKABUSH ROAD,AS CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED AUGUST 11, 1953, UNDER AUDITOR'S FILE NO. 138855,AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER UNE EASEMENT, KNOWN AS THE SHELTON—FAIRMOUNT TRANSMISSION LINE, AS THE SAME IS NOW SURVEYED AND LOCATED ON SAID FORTY ACRE TRACTS;AS GRANTED BY INSTRUMENT RECORDED JULY 13, 1948, UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON. PARCEL A THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER LINE EASEMENT, KNOWN AS THE SHELTON—FAIRMOUNT TRANSMISSION LINE,AS GRANTED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'42'45"EAST,ALONG THE EAST LINE THEREOF,A DISTANCE OF 127.56 FEET, THENCE NORTH 70' 14' 14"WEST, A DISTANCE OF 195.73 FEET; THENCE NORTH 51'34'39"WEST,A DISTANCE OF 353.01 FEET THENCE NORTH 14'20'57'EAST,A DISTANCE OF 426.17 FEET TO THE SOUTHERLY MARGIN OF DUCKABUSH ROAD; THENCE SOUTH 41'56'55"EAST,ALONG SAID SOUTHERLY MARGIN,A DISTANCE OF 278.26 FEET THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, SOUTH 47'13'35'EAST,A DISTANCE OF 230.99 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 17;; THENCE SOUTH 00'33'18"WEST ALONG SAID EAST LINE,A DISTANCE OF 207.07 FEET TO THE POINT OF BEGINNING. PARCFI R THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON LYING NORTH OF THE DUCKABUSH RIVER AND EAST OF THE EASTERLY RIGHT OF WAY OF THE UNITED STATES OF AMERICA TRANSMISSION POWER LINE EASEMENT, KNOWN AS THE SHELTON—FAIRMOUNT TRANSMISSION LINE, AS GRANTED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 114392, RECORDS OF JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'42'45"EAST,ALONG THE EAST LINE THEREOF,A DISTANCE OF 127.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00'42'45"EAST ALONG SAID EAST LINE,A DISTANCE OF 390.44 FEET TO THE CENTERUNE OF THE DUCKABUSH RIVER AS SHOWN ON VOLUME 33 OF SURVEYS, PAGE 187, RECORDS OF JEFFERSON COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG SAID CENTERLINE THE FOLLOWING COURSES: NORTH 64'35'22"WEST,A DISTANCE OF 17.70 FEET,' NORTH 63'42'41'WEST,A DISTANCE OF 55.87 FEET' NORTH 70'04'43'WEST, A DISTANCE OF 31.63 FEET; NORTH 73'41'05"WEST A DISTANCE OF 51.32 FEET' NORTH 72'27' 14'WEST, A DISTANCE OF 100.13 FEET; NORTH 80'42'55"WEST, A DISTANCE OF 66.59 FEET; NORTH 82' 78'31"WEST,A DISTANCE OF 63.14 FEET; NORTH 76'49'28'WEST, A DISTANCE OF 38.66 FEET; NORTH 87'23'02'WEST,A DISTANCE OF 28.00 FEET; NORTH 87 23'48'WEST,A DISTANCE OF 30.97 FEET NORTH 83'27'47'WEST,A DISTANCE OF 33.29 FEET; NORTH 86'32' 19"WEST,A DISTANCE OF 28.85 FEET,; NORTH 87'07' 16"WEST,A DISTANCE OF 78.74 FEET TO THE EAST LINE OF SAID POWER LINE RIGHT OF WAY; THENCE NORTH 14'20'57'EAST ALONG SAID EAST LINE, A DISTANCE OF 565.7J FEET THENCE SOUTH 51'34'39"EAST,A DISTANCE OF 353.01 FEET THENCE SOUTH 70' 14' 14'EAST,A DISTANCE OF 195,73 FEET TO THE TRUE POINT OF BEGINNING. ��,Cit�B 6N4 e a f'7o / u N.T.S. HEET 2 OF 2 �9 PO Bo.2199 \•„A6018T6a' � 935 N SlA Ave , ' LdTm X LAND SURVEYING - Sep.,WA 98382 X MAPPING 13991 6e1-2181 6 FINAL CHECK: SBC DEVELOPMENT CONSULTING (�� FA[683-5.M W PLAT CHECK: JCA CONSTRUCTION MANAGEMENT 11, 1888)681-2181 DRAWN BY KOK 17(25N-2W) I ' SER;1: 022517-STEWART_BASE-061308 F JEFFERSON COUNTY crikrooN c, DEPARTMENT OF COMMUNITY DEVELOPMENT W h �i 621 Sheridan Street JP' ,3>O Port Townsend, WA 98368 `WINrs�' August 23, 2011 Al Scalf, Director Dear Re/wer, S � RE: MLA11-00184 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: Subdivision exemption JCC 18.35.040(4)-Salmon recovery acquisiton Location: Parcel number 602 344 015, Section 34, township 26N, Range 2W, WM, located off Dosewallips Rd, Brinnon 98325 Comments must be received within fourteen (14)calendar days or by September 6, 2011. If no written response has been received within fourteen (14)days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment Please contact at (360)379-4450 if you desire an extension of lime or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, CA-0-SISiff\1?7, c: RECEIVED 5 JEFF ON COUNTY ,SFSSOR Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 *.T. Wengler Surveying &Mapping James Wengler,Professional Land Surveyor,CCerufied Federal Surveyor (360)457-9600 703 East Eighth Street Fax(360)457-9556 Port Angeles,Washington 98362 www.wenglersurveying.com DATE: September 14, 2011 TO: Jefferson County Dept. of Community Development 621 Sheridan Street Port Townsend,WA 98368 ATTENTION: Colleen Zmoeek FROM: James Wengler We are transmitting the following item(s): XX Attached Hand Carried Under Separate Cover Project/Site: Jefferson Land Trust Section 34,Township 26N,Range 2W COPIES PAGES DESCRIPTION 5 3 Preliminary Copies of Survey RECE!\rED SEP 15 2011 —,,< JEFFERSON COUNTY OCD Comments: Thank You ,-y\ssicK —FLL August 23, 2011 Dear Reviewer, RE: MLA11-00184 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: Subdivision exemption JCC 18.35.040(4) -Salmon recovery acquisiton Location: Parcel number 602 344 015, Section 34, township 26N, Range 2W, WM, located off Dosewallips Rd, Brinnon 98325 Comments must be received within fourteen (14)calendar days or by September 6, 2011. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, c: , August 19, 2011 UERLA COONE PO BOX 226 BRINNON WA 98320-0266 RE: SITE ADDRESS: DOSEWALLIPS RD CASE#: MLA11-00184 Dear ONE: `Cc � The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project Submit 2 large sets of preliminary survey and new legal descriptions of parcel A and B. Please submit the above information to the Department of Community Development by November 17, 2011. Pursuant to Jefferson County Code (JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, 1 1 ) 1 • Department of Corn nity Development Staff c: File JEFFERSON COUNTY WATER QUALITY APN: 6025 (S NAME: MLA# l 1- 8(4 Add.APN Add.APN NOT Printed Printed SPAAD Category Intake Req's ❑ ❑ County Zoning ❑ Cases/Conditions by Parcel# ❑ Wl Water Service Area ❑ Printed from EH map set Plat Maps 4 ❑ Laserfiche Documents A. ❑ Road System *** *** Leave on for all or most maps Assessor Maps -H ❑ High-light parcel on Map Lots ❑ Parcel Tags -H ❑ �31 Permits -H ❑ 64 2006-07 Shoreline Photos ❑ Left/Mid/Right Shoreline Arcs ❑ Shoreline Polygons ❑ DNR FP Stream Class ❑ DNR Stream ❑ DNR Water Bodies ❑ LFA-Fish ❑ Soils -H ❑ No parcel label Marbled Murrulets ❑ Heritage Points ❑ Type: Spotted Owls1 ❑ Bald Eagle Nests& Buffers ❑ No parcel label Priority Habitats and Species 8/06 ❑ Type Wetlands ❑ Rare Plants-Ecosystems ❑ ❑ Type: Seismic Hazard ❑ Landslide Hazard ❑ FEMA FIRMS ❑ Map Panel#: Erosion Hazard ❑ ❑ Critical Aquifer Recharge areas ❑ ❑ Wells-Chloride ❑ No parcel label Mineral Lands r`°,l ❑ No parcel label Shoreline Slope Stability F1 ❑ Chanel Migration ❑ Airport Overlays )ez ❑ No Shooting Zone ❑ SIPZ ] ❑ County Zoning-UGA b ❑ LIDAR Hillshade ❑ g No parcel label-Printed with Countours USGS Topos ❑ No parcel label 2009 Aerial Photos ❑ No parcel label Assessor's Info ❑ MLA Number Form ❑ ❑ Pre Application File ❑ ❑ Reviewer Letter Sent ❑ ❑ Eagle ❑ Wetland ❑ Eagle Plan Required ❑ ❑ 1 page ❑ Habitat Man Plan ❑ ESA Map Checklist 10-13-2008 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 's.c. g 's-r.'..22 ,d vv ...9 1 60234'03, 231'434 60234'002 ECi 3•1 60251.036 60216222 '1 x■22,0 ro `! 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Resource Based Ind. 602343014 `3 60234401,0 1 Lght meust al 602:4 4003 1'.. 11 •�. ._� MPR Recrealnn 002344002 842053000 S.e Mgmi CPF 6023430;2 , 602343008 ''"2 LfMI �___.._. !:02:14402' ,t ..,4140'°9 6023536/14 L+0 6019400X. 802 y"u 60236301 '";: 80234:iO4Y3, -.�.. _. - 125150x1 ■ Crosaread.GC _. .._. - f 643344004...__... 60[!13.0' 1, 1. _ t Lti2003011; . Cressroads.CC Q602353020 ■ Crossroads.NC 602343006 6023454X.17 , a6023534s6r 41.1:21 61723440'8 a r f6, w:23 5 602'5630-6 4 E 004 Ursan C•e+mmcui 02g rE✓.FG 510'24 UGA-UraanL ht Industrial : 1 - --_. .___.. �a6C:3334•}S 4 N Brie non Ln UGA.MDR u1 2K1"32002 Y 542031401 $0.. _� ,i - 1}- •.9: UGA410R ' S020a 4 ` 0rey-. UGA Public 50 r .r "X+.3.8 _?203.002 0_2022,4' 7 UGA-LOR _�1A22C*0' UGA Vlsdor Oriented Consomme. 9.}203x4::2 9.7 l X324 034'101)3'g LAM iRO:CC Canyon mace Belt,'4.f..st Crossroads 20220C:% MPR-RRN ar ee', IMMEEli 0 :01411 002022003 502022003 CF-DuMMRLOCommercul Forest Mmetal Resource OverLry FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma.is limited b the method and accurac of its collection.Tue Au. 16 07:26:31 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 602344015 Printed: August 16, 2011 Cases Name Review Type Status Planner SUB11-00010 MLA11-00184 COONE I P Application Received: 8/15/2011 Permit Issued/Case closed: Case Finaled: LOT SEGREGATION I-OR SALMON RECOVERY No findings, conditions, or permissions found. 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FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Aug 16 07:27:46 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 • Map Output Page 1 of 1 ArcIMS HTML Viewer Ma 066900 ,,5903 49 9069°°27$, 966004444'966900220 `•-`'~-- sa,.,. ::.... r• 96600016' 9669001821•''696893@210 96600012 Lr..n 34'X'', `-� ':r 9'013 �,,..._ j .hrt930154 -rr,,.y.966900196 966000212 1Y.■ `---_�_� I .i 13AT031i0 2..I.,,,,,,..4 oc.986909146-••••\' +' • a,Q ...0 9616100146',,...60.,'° 1._.„..----/----0 •. ^, QNOk>;0� r•_ ' ,' ,---- r-•5fl ,P 999900066 .BA0022M,__ ,it'+' \5t { v� ti,.. -Otoen Mu ntam Ln 966sx,vou "' 989900743�968Y10 93 ... •+„6960054' �?;� , 1 \ _J,) V 1 d 1`.l,/ .....,'.---f_ _Jr• ti:1 1 1 1 Mar'- ,11,-.11.------",,, •'.., •'c>_h5y966900052�'4 o "- _'vt 1 6065,4:70]6 60234}0356 64"'2 06 4 v r D t E!c3a10M 63.!20 232 �f -` +O� Y PG '+O' 9664t%.U19` J5-' ` ._ i „ .. -.--.---9.-,f!1(: _ ! 8023.:1.'6 , C, �'b ` 1250 250.. _ fi07,44t05 11 `1 -; . a5 r .r ' 1 4,60234200' ".. 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"�, Y`-ii' �.t..._ 1 L 941700319 111111 4 ) -)1_.. ,'�.'�" .1 1 l) '' 11, 1,i ,+��3} 31 '4 � \... `�,. r`502022p0q }50,202206,�,',,Kr;..: ,44 n...a.�aor,raatrmlC.14'C'..*".„a1.c8s .;','' 1 "' _ :L..,.*q,n 54110W663`I. 3; 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 Aug 16 07:27:58 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map +6690)228 6 .:.956900129 96690021AF 456'rx�220 "- 966600161. . '. ' -.., *82 4664002 10 46640422' 602341606 .2341437 602341033 ' 4 +56900365 966900212 ' 1 602341002 -- .. .... — 1202341039 34 c{.2�Zt%.5 95129'00145 966900194 1566916 224•. 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Legend 602392001 602342002 '6(.+234<4'2 Y 9d1n l4fi6S0003'13: j�'' �,,, l 234102E 2' 5�' µ07 Selected Features 466400032'3—_.—_._ _._. —. _ 54235202_ JC Roads 642344003.: `"-64234 t'6 _ } } - -s 602342009 5112341 50234404/ 000000260 502343401 602344014 i # Parcels-H• -"'--''' ,, i 602344015g, Parcel Tags-H �. 1000000260 .-,:.� 602344(05 6023530)5 ❑ 000000260 6631/4021 6023441)09 6023-0 602341 He 3pecul Report 642343001 •` ® Spec;*Rawl 41%55 i 602353042 3)'602344013 602353045 c9t ^ � 642394019 502344011 I_.602351043 6023#3013 6023440<5 ,..wt 1_,4( 542 353446 -602344615 602357403 H32353r.H4 c .4 3010�•. 502]44013 602343014y"f 60234+010 602344020 A „,,.,,„- a«,,..__.,,;..;.,...:- �. .. . _... 44 `y”`._- . 4r 23630-e ` 6_2394015 602394013 60235:M2 c�r2344002 6023531x15 MEZD ion 1 54234300'4 ..2'.13.2 602344021bnz3��'.2 542344419 -..234.1,__ 6023531109.-:'+ 602363013 6071S91311 ii .624,_.2 .; !1 602363011? 602353010 is 602353013 &602353000, 50234300'0 6023430x_! :602353016 i 5423.144'6 __. , �_w [+ 414_'8 542353434 i 60235305/ :L. 161 ..,�e2,4;24., 602353229 &6p3rt'at2--4 ''. `�"' , 761523530?5.10n :Berman r Let $ 7'y 502031001 502422008 ''•,,3i 4417002 9 i2 - _. 1lQM 1022(02 4 °CO16y Lin 1 t ey ny 941700316 -.. 502031002 1 t i.... 502032O0101484 r 4 i 502433002 ∎F 502422051 I '• i r 410740329 ,t ! +•`_. s ...941700319 1 301022001.. i 0■ 0111t 50102200.3 ;502422110.3 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 Aug 16 07:28:49 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. _ � . ,.. 986900.61 986900649 #�1fs9P9=Sa ` �2r%96669W11+....50214 006 6'2239.1037: 602344033 ^�965900s% 9669902u 602W002 6023/1039 602:474038 602'352036 9664001►' 11425 416600Q19q� 9rs%.n2.xrzd223....Ft0C6,Brook x -. ><966900224 1 .• Green Mountain In ,96690000 966904! g649200,3[ 602341040 `'�y r `*f 966900464 y`+;.. -. 966900191 802344493 60234'W3 602316 W3 � g68904�055°`966900d52`�." ? 84 2311043 602341036 602341035 66y13;2006, j � . "4,L '*b 966900050 4 .� ( 602341004 tr4 ,1032 602341034 th, � 966900046 -.--.-.-=. 6723620=6 '.o6u23aaoi32 p9 3 i' 602342006: 602343 Mt3. 692:341043 ,2341009 602344051 ,,♦ It..r t5 jai`',. - fTA! "rr•ro 4.mgr.966900016 - .602341008 .60Y341050 ` �.., <h 602382021 '.d.11, 6L}2341.r.. 0231104*028 r .�.r�..A. 602341028 842341052 16.1,10" 602341005::. 602341024 602341014 - } 966900933 90017:- 602341025 602341021*60234'010: 602362008 c _ 9666900131..49,0,036 602342001; ---s>" ..602341022 Church 1-L.,, +E966900231 '.602341017 602341018 Legend 960900030#' 602342601 602342004;. 602341012= Jey01d of _0, 3`� Selected Features 96600003:4 ...9 602341027`602341011. 511.4 69235::. 9669900032 . 602346015 622302026 JC_Roads 602313006+ 0000260 62 60234201.14 4 00 344001 602344014 '802344007 a 6: Parcels-4 602344046 ' L •'--602344000 6023SYL• Permits-61 �'? Map Output Page 1 of 1 ArcIMS HTML Viewer Map , 906100229 96G9aS i9. 966200207 968900220;... 966400161 SO3900102 .<9669002,0 9669017221 60234 v.... 966900144 966900196 966900212 , ,°` 602341002 692341036 602;41+033 ,'...1-....-' 66909156 - 802341039 60214' .3 602351005 -.. 986920145 98660°194-1.9569 3224 --- Y B 0k RI ro -.966909227 s ,-,-11--1:.,"-,'„,„„,„' t93 -- 4 G4aen Mountain in,—_._._._}_ .__ ._... r 986900001.'988900/43 r { 602341040 - /488909064 4 966900141 ? 1.......__:, - 6+'ZY74EY3 802341003 602344043. �' ,,`.,•. 9fi6499Q56;966400052�.,.:-. o 602346043 6023410W 1436 662341035 i 602352006 , 966900064 -- i 602341032 602341039 'A4iB8900089 lk7 6023520'6 -, r -- ' 966900048 ._ _ __._ t - 602342002 "'602341045 r 968900079 _ ___, T-•. rOl 602342001 602342003 i e 966900096 0 9 et-��1'n09 641:*1 j 986900093�.v,", 802302006 602341013 � ,'5o_29 "+. w 1 968900045 --.< j 60234 -.1?,!. 602352007 h 4-, 966900044 V 37 L ,• 7;04'602341023 134102s ,t � I 'i 60234200+ a_ 1..,51 i 6020410 5 ...... 40*:`0 966900039 , c.l 1 '.:1!!1 V.4 ' 6900133 'q' ? 6025.7 6023410:0 _..PO 9'660000P r �6023-1'02' _15S2LLYi bE .'u(F_•7 966900131 9469 741 602342001 , r� I 602344022 - .r attire'R4 Legend ..,. 965410023' ' 986900070 'N 4t7 6r 134 Selected Features 602342001 602342004 u 7'.': Jaybird I n v.Or 6023520' •� \\ a�234f60234'0'5 Y7'." u1'! : (:" JC_Roads •.:,023430011;„ i :, 602341004 602514008 60234406- Parcels-H ‘1' . 343904 t 602344014 Share h rles-Arcs ��_�" . i 6023440/5 76;'...__..6023-0,`S 602353005 Conmrvancp'Sunurnan +.-OOOQD19260 _ 8{31944023 .'..602344006 r Consvrvancp'Natural 602343002 1 -.1 602344009 4 is .,,-602344005- Urban i 602353042 a'602344013; sunurwn 602343011 . 602344014 602344011 ,�i i...602353043 802:113075 K,,,,e i .602343013 ;. 60214401 - 602353(44 '02353046 fi023430t0�. • „k 6423440344020 Natural 602343014 6023 44010 602344020 1 .e^-7----it,----7,-,----- ,/ Conservancy 7-- --- ----'-1 i --- •602344014 _ = 602353002w_: ' iE023440136py;g3002”' Nafurx'3u0urwn i5 1 i i , 602344002 .." � .602343012 602343004 602353002 l 602344621 anm 502341• 4039 ._..&72353009.::: n1.25S '' 60234:1003 141 i 602355011 602343003 60234400' .._ E 60235301. i 602353410 x602353024 020,3043 ! 692353016 80234309E 602343007 I x 602344018 6023440'6 602353030 i 602353054 - _._....-_-______w 602353029..8602353J12--`x 602333015' 602353055 tt 1 wf y 9rimw Le, 51720321%72 3 0(71 34120226 1 SL 941700219 ! "•---.5020,31094 5910220Q2 —cam Ln I-r 803041092 502031003 ,t, �B< 941700318 40203200 :X '� I\ 302022001.0t 502432002 \ 1 * 1700324 i-0 F� 500203200*. `1 ��_.- . 7700319? N1a4 vandal try.11141,31 Carty Caad Smaa GO 501022004 0''0' i 0 10/10 50'1022003 502022003t\ 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 Aug 16 07:34:49 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/1 6/20 1 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ' . e 005000220 c;a66000146,....266900na-16690020/ 95690022,.: ■ ■ i 966900161 4 4,,-9669001W ,966900210 96690242' -‘,.',,.‘'''., 602141037 602341033 0,/,,,, '' 966W°161 •V 966000195 966406212 ' 602341002 , 60234,0N 602$1`OM E.:1351,X'S ,, g660001S6 -'19861)00146 - - .--,''' I 96rowt4s-06000100 966030222,0'-All--;- - S , ...:. ....,. , Green 1. L ,;:!..01261426631—,4966900143'''.. 96603093 I ,,,.2 311040 \ 966100191 602344603 1 602341043' ' ,036' 602341003 964 000 968000062 -- 0 602341043/ .:',.i 1 __ 602352006 066000060 ' , 602341004 602341012 ...........„.„..602352016 \ , "i. ., .3,1 94369co.:,9. 602342002 ' t'i !!!0! 6a2341o0c 602341061 ,, / ' 966100093-',,,/'. 602342006 602341013 1 /602352028''' 60.,ii62(2:t t --- •• ?) 666600049 . • ' 4.„--- ; ,602341050 %a0 ' 966906644 6,32341008 J( r:V-662341626 ! , k 602362020 1602352024 1 , 44 t4 , 602341023 444% ' - - r , W2342021 , 4602341026 602.341052 I i 4966900040 ! ' 602341005 _L..:.„ !eo ,..,.?s,bii9L,J0,39 ' 1 , 9 602341024 6=41014 i , 602341026 602341010 60236200,3 It 602332004 ' '''13; CC 96650X07 ' 602341024 I 966900131 '966900036 602342001 -------04, --602341022--1-!-- .-!:'OLIO R°!—;,!._! .„...n..,-'• f 602341017 00234,0,8,. ..4 ' Legend 966100030 ; / 63234203/ 602342004 ■ 6023.1•0•2 Jaybie in"..60/ -0., me,„[X,F;602352015 .......,.966100033 1 602352'013 Selected Features °• 1:06900.332**V -.0.1') I\ /,,/ 602341027 602341011 SO 602341015-4-..--, 602352026 L0---1 JC_Roads iA K 602342004 "''''''''''''''''8 602344C07 ' ..„. , : Parcels-H 3, 000300260 V02342001 602364cm , ‘: , ■,,,,---__ , 602344015 , 1 DNR FP Stream I-- 632344005 602553035 Classification 602344023 S " . 602344006 ' 602343002 1 I 1 v,,,'4,,,,e, , 1 ( 602353012 ' 'I- i I iao, N i Nan Jinn 904at 60234301, 602344014,, i ■ 6o2363046 I „il No Nen+ph ilaPaat Perennial 6023430'3 6023440M 1 6023440,1 602353043 602.363,4, 602353003 '462351°44 1 602343010 i i .I.4044302s44ois----' 602344013 i 1 i ' Ns,Non f est,■latanal-Seasenai ) . 602343014 , *.._,,Ni", 60:23440t() ,602344020---L,-""" ---7.-7.0.7-,,,_-`"-----L i_ iv , ,„,,,,,,,,..,,s,,,,,,,.,,,,,, '''',..„------`,04 -602353032------- 602344015 ,602344013 60235302,2 II 602344002 . 602363009 ,i,602343012 , , , 602353002 li i i 602344021 , 602353014 602343003 602344031 6Q2344°. " i i "`"602353004-1, .'''' 602353013 — , 600353011 /) i 60•2343033 602344001 . 4_.602343OOS 1 6o234aeo i!602363011 I ,, 602353.013 1 662363" i6023.53020 602344016 602353030 :'6°2363°'6--—- 602344018 I I, ;* 602353054 602361029,t602363012 - 5 602363066 1 7-11- cn Bnn L non n 502032002 II I ,— 502022006 i 31001 iCai0 4 ' 502022002 A. .,„„ 502031004 01'P.:■.:2"",:, ..c, Corey Ln 1 I . 902031903 eh 502032001 . . .. . 502031002 'i-.„:-.„,!]Nozez0060202200i (o II i ____ ! I I I 502031002 .t. 1 't.1 9417003,1 502032001 J --P7 50202260N ......4.............,,... ....„.. ■ Haas weeded try Jews.,Cam,.Cu,a 00,...,013 / 0■4■14 i(11111 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 Aug 16 07:35:05 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.... 8/1 6/20 1 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 566X.0229:6,66900(49 966966228 966900207 98690022 I, 966600161 466900154 966500182 '.6669002 0 96b9W22'..5:234'-•.>, 602341037 602341033 f! -:�s566s00t95 566900212 64234,or 2341035 602341038 60:23520X*, 64 ((J ,'.,� 9664(10-56 i969900146 -•:466900273 NOC4; -`-/ 968500145 966900194 986900224 . -... &r0o1Rp I. I „ 966900227,.✓ jr 'sea.- 900193 Le . 966900001 968400143 -Omen 0tn' w 2 t t nMo i` 4 ~ 966900191 -1451 -.e-.�z�__c\7f '602344036 60 5a'[.Sh i 50231 , so234t0Y1 662341034 __._ 9570(gjoB65oP0a8= -_ . 1'-•e � 44S9C�S15 b _ _1y1 1 � 96699X:9E; Cn 70234200" 7 +.1'c w 602341051 -' I 991600_'99153 6023420,t, ...'•t :602162026 9%90005 602341050.E . _" +. �'6'§a sX!'a903444 � c 23.t c�.4s i 602341026 N" �2-2�,` ,.-0236.202,1 .,, 602345023 �A r ( � 64i13tix.' 6023/1028 602;441053 X44 V 9 691XX* r sai234t02.1 W2341ot4 _. _.. 966930133 968400037 i / 6023414-26 60234-0.2 602341010 602352006 I, N 2352,1.1 966600131 %69001236 602341001 ( ((II 0 —'`----\# °602341022 1 -1 _ ChLorel d -_ 966900231 ,4 / r ' I { 602341017 602341018 —�� Legend 602342001 602342004 602341012 "J9y4i0 Ld"` °� pckor y Selected Features 966900032 F __-___ a w . .—�-y.- 60234aG17 602346011 5• 60234300.. t 602342004 , 602574008 ..602341015 602313426 1. ._.. 1C_Roaes Y} 0000002691 602343001 �u�t4 pq,602344007 Pa rc9i5-H 602344015 "' �NR Streams fi(1353 .'000000260' �/ I` 000000260,..-/ 602344023 '602344006 /� Typc 9 4 I. r r �J 602343002 1 I i 602314009 602344005_ ... I" TyvcS 1 Type 4 602443011 I % 60234401 1 602144011 ',;(013 1—602353043 6G23S3445 / Ty,3 I { I 1602343013 60Q.34401 u - " -4 fi0263v613 602763044 602353046 Type1 iv.602344t113� 602343010 t ,,, 602344013 662343614 702344090 602344629 ec�'°_- / Type1 ____® _ 1 3333494400 ..-" 6023539102 f�/ ,60 1 15 60234401360253602 .1i /' Omar 1 '•, 6023444973 60235]006 `' 6023430P1 602343012 '<,r , i 602353002 ,1 i �..,... 602344023 602 3+rTd I 602344001 602394019 ( 602353009 i 60233305. F--.. - ,°'_ {( 60275301- 602347403 """" 602343003 6023440{91._._.__. i I .. 1 602353015 ._.602353053 702353020 3?'3 602343006 60234.3027 ,► 6023440".8 602553016 .. 802344436 80239;3030 t 6p2353{;ax7 602.153025,.0602353012 _.. U9 Om9r1onLn 502031001 , 1t94110G1'? 502032032 1 ` 502022002,i, 1 502431004 '4 —C016y Ln .. i '.12031033 ;;{"4" 9417003'6 24'52001 52123^022 602022001 6h`TM6,,-_ f 542431002 812022(X11 941700324, i�-rs ^'"94t7003t9 j 5020'52045 _ 602022004 50202502 11m meal up-Pk:rn Case-'09(44 3......,-,GIS .._. 0 .'11 502222003 502022003 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 Aug 16 07:35:16 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map , .., 96600020/ %03:0220 9650„-'6. 9669C01W2 ,9669002,0 96690022% 602041000 60234103/ 02341033 486640194 986900212 • '-”- .---. 602341002 60214.039 602341036 602362005 -----90400223 00ty 1 96600146-g6€9°01"-.2.,966900224 4••••.— ef°0k f6; '4,-,- ,....' 966.00-...0 '‘,,,,,,r.', - 0390022r .1r, ____., ,, 96000143'., '''''""3 : 602341040 005696840062- , - '966000101 60234400 ! 602341003 602341043' 602341036 60234106 i : 602362003 , 1 988900049866900050 1 602341063,' ,.'602341004 602341032 , , 602341004 6023620.6 i .1>L ......i _-± N .... - --- --7._-_1______ , ,.... _..,,,,,_., "7-966909098 s.'",-..--.7..7..--."-4.,602342001 , i 602342003 't ,602341C40 002341061 ') / .1, ‘' , ,96600003-A„,,,,-'-,, 02342006 - 607.341013 /1- -. 968604046.. , 0 4,-, 066000044 i I ----- 002342024 N ___ 602341006 I 602341060 it ' ■ 60236200 1 I',.V402341026 1 i -*\. , 602362020,,602362024 I*44%.', 602342001 1 602341028 86341052 /r. scart4 uxxs 1,' 40'tri0 96690.439 , 602341024 602341014 1 1?"6"°133 ','.4'' 0600037 . . 64,23.41(26 ----, i 602341010 02362006 1 602362004 ,602341021 ,,,06000131 '986123326 6023.1200, .' . ----AN 602341022-r—d -- 9660023. , , 'eoz.14io, 60zutaig,, Legend 60234200/ 602342004 602341012 TAYarld Ln'''' '"3''''' '' f0C‘t7f)—602 IS 13 Selected Features to.27 60234101 SOP ..-- -------",—•■••602341015---1 -602332020 1 JC_Roads ' ' • 602342004 -r-----7 602344008 602344007 ) , 0(4°2°26° 1 6023440'4 II i I Parcels-H '.‘'•.----- --- 1,...._ '''' IV 602 .4006 023530.05 ONR Water Bodies 6023,14023 '802344006 r' 144006 ii . F I i )6023430W I I 1 i 1 /I W2340N , 6234005 El N 602353042 602344023 . S 60230011 : . 602'3440-4 602344011 ,46, ' 602153043 6°2353&1.,,.5.bx. El Na Dow natIon I I 642343013 602344,'5 ,II'''6q•23sy,,,, 602153014 '''''2' '16 eoz343olo n. ; r 602iiiI0 6023440,3--—I--- 602343014 5023410'S 6023'14i... — ------- ' -4 '. ------ 602344015 7„,2353(02 1 1 60234403 w2-.z3032 I, , I 032.1002 , 602353608 , I 602343012 '-'1„ ‘,, i ' 602353002 I 602343009 / ..„ 602344021 ± \, 4031 602344019 .602,,,, 1;-_-_602 602353014 1 602353011 i 602343003 -----. , -- 60234300 ......; 60230011 ,0 02353013 6 6023630 E602363020., 602343000 602343007 602344018 t602553016— , . ' 60234401• 652363030 4 602163054 , 602333029 r6023530,2---,11 c -— ' .. 602363066 7--lir 602353015 'rir Brinnon LO 602022006 i.1'.,-,22"- - ,. 602031001 ■ ■ r 602022002 4, ., 602032002 1 , IOU NS Ca re y Ln , , I 502032031 , 60201002 .i 502022081 1 J ; . 60201002 , , • . 1700324 11 502032801 f502022004 50202200 Maas crcroKltd try 3e4lorsen Carty Cart-d Serv.cvs GIS 0 44■4141 01111 502022003 4020 on 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 Aug 16 07:35:30 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 966900229,Q,',-.466900149,966900228-06g900267 666000220 966900161 '' "966900682 ,966900210 966900221 60234006 60234103/ 602341033 46,00195 966900212 - , ‘,.. ---___ i 602341002 ■ 602341039 602341038 69215206. 46146 - 966900223 0C*y 966900146'986900194.7.--:,966600224 -- 81005%'-4-- 1 1 96693022/ , --.4p---":- ' , '''"-- ±—Goon mountain tni---- ..k,'166900001 , 966900143 ,'''' 996909193 . I 1 i 6C2341040 - I (''''''\-,900900064,..`"Z", II,'966900191 602344003 1 60234,003 602341043' ' , i-f---4 966903056 066900052-',"' '0 602341043,' 602341036 602349035 i , 602352000 06009 5 4 602341604 602341032 60234/034 i , i ,.. ,42,,,./,',.'.,,,,4: % 96693X045 4,..,/iismooie. ...t1:4,%., ' 602 1,12Cue 03234104s I 1 -r-oseg0000s 7.------,-- e, 8023.140' t,..45.126.7:73 'AN / 60234,00 602341051 1 ' /6036 60236200/ . j,,,'46314 ,' 966900046-----,,,,. i —-i 602341036 .....'' /'-74..,7cii.',..,.,.,266903044 ,, . 1 1 N,7602341020 1 1,../, 602352029 1 W2352024 , , --47-:,4,, 41.Y' 613234101/ "-I ''1 602342001 1 i 602341020 602341052 966600039 ' i 1 ' 602341024 6023410-144 __ 966900133 §r ; , 664241026 ' loal 602341010 802362008 . 602362m 96690003/ , ,. t ! .966900131 96690036 40234200, ' i 60234022 1 9661ic 0;0\96611002 / \31 .7. 4* , , , 602341005 ■ , ; 60234101/ 602341018.-- Legend 602342001 602342604 062.34`',2 TJOYOird L.r■tf' ' ccp9°C.4 6C'2362°'S Selected Features 602341027 602341011 50n 6900032'"St .....-_- 602341015----i --602362026 I JC_Roads 602343001-4 , ___,____.,-.6.-'07-802342004 , =02344006 602344COT ■ , 000300273 \602343091 60214401! 602 d /, \ , Parcels-H . I I /.../ LFA-Fish 602353095 602343002 1 izk-.'">."'tiNNr"b4) ., io , 1 i ; i I 1 A., ■ 602351042 1 '1'602344013 602343011 / 60,2344,34-, 602344011 , ''"' 60236304, EQZ:1S30.1 1 '602343013 6CY2343010 . 1 _ ..---- f,...._.._..... f 610234401 ea235300,3 602363044 6°2363°46 602344013 5 , —.I, 1, 602343014 60Nti237440110 602344010 %602344020 71.------.-711:.`"----1, 1 t I 1 i . 60344013 60si6 602343012 1. 602144092 , . 121002 ' 602353002 ;602353" '---- / ' ' ' 602344021 602363014 , 602344019 '1;. 1,"602353009''''r="602353013--,- 602343003 1-^-. i ■ 4aal I 602153011 642143093 402344001 1 i I,W2353011 1 6023630,0 , 602353063 ■ &6021153020" 1\ ' 602343006 602343007 I ) \\ '0002363016-- 1 602344048 50=602363030 Z 002303004"- I _i, ,r, 1 602363029 E602363012 -.‘ „.„_4 _______ 1 . 602,322036 94"I.X2'S -. 502031001 , + 5020220:1i b■Di+,232002 ''''' '''' 502031004 •r„, Corey Ln •'. il \, , 1003 °Se' 941764316; , 502331002 5020612641, 0;455.,,,,c... c-7 ii. 602031002 ,, .-.1 r\502022001 ”, ■ '''-` ■ -1-' ''......,,''' \\,.....L!V....A:0324 Li/ 502032001 i --r" 502322001"---,:cj Maas isavgded by Mlerscri Casly Centrai Strmas GO ' 0 Millal■/01.111 502022003'502022003 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 Aug 16 07:35:41 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 J ArcIMS HTML Viewer Map I X9$66 905224 96,69*49 99.966900243 96690020i 5166900220.. 986900161 otien e2 96694720 9664410224'60230,006 6023411X.17 602341033 -', .,� 986960154. :; 466900195 966900211 4-5 i 60239",:, C 602341030 602341036 6023520:5 r-'- _,' 666603147_,5 966900194 F":... ..206960224....223 �OCf''91°00 I G4een Mountain Lni--_--,. 066600001.4 8900t4+ 9669900193 -� .`"?^, ,-, i 60234/090 v ,' i 7r6 11„,____,, `, ;' ''',71066902354 --,,. t. 866906,94 802344903 802341003 602941013-:.-,..80234t036 6923410 98800U058i966900(N6�.: 2 666234 @13'60294100- 602341033 � 602352006 ;. . P 966900050 802341034 -54713520/6 Ili g 46640.9 79�' 0th u'�Xa' a_yl"0:::s 41033 802341009 602341051 .1.f r us, .4'33`1.0 602342006 .502341013 =1C -1 6 '$ 7 \ 1 16, 602341060c---,.--+.��'Y' �60'23s20E17 ��1a,14 n ggy�pp'14-------�' �\ `--_S. - 602341026 - 0..t' , 602352020 602352024 '1/4„,.„1-,' tf' r 6023tt0�4 602342001 N. ,- i 602341028 602341062 ��i c c C� `>J�9669t%%!39 ] $92341006 '602341024 602341014 080 1----- ._ 966900133 c� t f 1 602341026 602341010 "r- 0 966900037 602341021,'. 642J52008 602202004 96(1100131 p466450036 60239204, r 1 ---Aif 602341022 1 ? .rgchurch116 :988900231 N.If 'r. 62y0�22.34101/ 802410ts - t Legend 986900033 {' 602342001 602342004 602341012',4.Jeybkd Ln 106,47 Selected Features 602341027-.60334101 2 .._` °-50234/015- 6t '_194-. �:. 1C Roads -.....986,9(10032 y i ... - 602343001 y" ,, 602342004 .602941008 602344007 1. 00060026'0 602343001 602344014 Q Parcels-H �-- r \ 602344015 y \, `,j NnC 1 \ Soil6 H 000000260 -..-� 802344023 �`� g.�602 4 22344005. CSC 602363006 , �� 6023430 2 *j `' /�� 602344009 tY-- 602-2,14,-,.: .ri1 6023/3011 .r'-.. r 602344014 - � 1,1_,440 1 602363043 •::,.15304b ,2 �.. \, 1 ,6 02343013-, 602344015, :60S3A�1Qt5. _i nti-1--- 602 3231- e023'�'uet,: 130 1 602343010`, , ! -`-�-4 w..1\J 8023440 3 602363CS7i , 602343014 'w" V' 602344010 r= 602+44 „ _- - 60261.045 02 " 6023440iy1y23534)01 ". i ...� 602344002 ^1 J �`�.� .1602343012 802553008 80243009 ,1..802353002 A'>g \\ /, 1 � 19 602344021 j 1-602354,z>I 602344019 6023' i I '5023530.3 008 GsC 60234400t t 602363011 1 60234.9003 — 602343003 602344001-- , ,„_,,46023.530.11,,,--,.-. 602353010 02!1. ■ 602343006 602343007602353020 !� w6023536t6 6023401$. /� 602353030 602363 -1 f r i 602353020 g,6ti2363012-..... - -- . 1 6023553055 I f II'6023590t5`..y I g�non Ln 1100 1 502031001 11 94171x'1'_: , \ ,,� 60203100 5:2°22® 3 2 44- CateyLn 1 50203200/ t 502031002 't-'",-,1-' � '�'� 8001 (094,790:116 NW 502031002` `i�t _ ∎,„"--94 319 502032001 A 941700+•9 l I5024220Q4 1r�5Q2d31001 Wog poidiby de4ersolGauty Calyx/SlreanGIS l • . 11 502022003 504022yx-3 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 Aug 16 07:35:53 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map X366900229. 966909=228 6Hi991U°49. 966999.+e )96we 93690016` %40 XJ!23 966600210 96fi5Y10.2' 6,-',22-1"`-,,,--: 60234103/ 60234'033 95691X]+64 966900195 9669002'2 602341002 60234'039 '' � 966860146 ....9666 R 60234102S 602362005 ?Y64M106 96691%1145`9669(X."94 9669.0214 -0C♦rj•Brooq( '� 1 96690022! 1t „' — ...Green tebdntam Ln 966 X 9E69001.43v 966900193 •17 �,4 966900191 6023440113 6i..[S�l.p,_ 1 Cv13 t { 9'66905.9. 9669. 0 �1^ 6,24.1 "1} 6Q2341064 7 602341Q31 2_41 035 44` 602?.Slr'_06 A' vr,9vv '?x'+"25 vR ! 602341094 • 502352(}`5 /0 eh 06 9K91NC 9E69.'00/9 b 6 2y1[T'i ,672341 1 1— —._ "6. 966 9900$6 (e 642'4''`. 6 1 602341000 663341051 �%69(XSG`53 9.i20120L5 Ff 2'Y1`n•3 ,. 00 202121 'fib 966.9 X15 -1---,60234105E 6021x2007 1--° d a v3d+1 L 9.3o9+_ULy14 , n \-"602341026 i ! '/2352029 6,2352024 �5. 6.1234'423 i s/. : 6912'341041 602341028 602341062 �h£7� o°P 9669tY9.W, 602341005 60234 r.- b_ ._.. h 9r•9'L'i 59 602341024 602347044 _.__-.. { 34 O5'9x6c91C43/ 602341025 602341010 62s 25X+5 602302004 ".4669.0.3' 96690236 602341027 -'EE690 23` 502 y1 v ",-^ 602741092 1534_. Church F2t� 966 000 W234'01/ €023410 1 Legend �hb9'l]3) 62442140 0023.1260.1 610234'102 ayba11Lp.` ;.. y,Of 602'3520'��` Selected Features 466 X32 61_234102/ 602341041 S0'- __1_,ors 602341010�,f_...:.. 602352016 JC Roads 50234300' 6,2342004 :'!.'2'344006 602344007 ... _ 0 7 7 X 9.9 2 6 €0 2 /3 2' 0023140.4 11 Parcels 44 . 5023440 5 m Priority Habitats and OCC000•6? %i 60234006 5023533 Species 00:0160 602344023 i 642344006 f': 6:2'A 372 "' A 502344005 _. _['14CW 67zssxw2 602:346' 602344i 4 6(P234+Wt3 602353045 W234#1,3 b 40'1 ,_.'0235!043 tL23.l0: .. 502353045 €02343C,. n 62ay4,,4 ,423440136723534 3 5(.2353Cw4 5423791'4 �y 6023440'O 602344020 4;23140%_ _20440..`6026 Y!r.._2 '°` 692344C/02 6023430'2 602.,5.,..: ..235200[W[3 2029 C.02 w2a.140.a .,,.,.09 -- 60234400' EC./6023.13003 . 50'•2243093 623445:41 _.," _..2543146 502'49]017 602 3440'6 __234.10:6 602 Y_-1 Brinnen ` ni � ' ° Ln 612012112 l.1.2n.:•rX: __`_` 62.2[__.. 4 Le'CCn2.,, L. ` t,h Corey Ln L-0202,CO3 602032001 11 50203"0.02 W202200' 91 /03 424 6]2,132,00• •wi,ir:,.o [2;::mot 5_20220_ l2022� V.rn-rev del?e.c+ re-1 Curry.'Cen-a riu,an Gt^ 0 90110 002022003 __[_2[014 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 Aug 16 07:36:17 2011 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 1 96694229�15696.V t40 � 96690329/ 96690022E 966600161 7466900182 -966!(020 96690022• �9 w•-'— 602341037 602341033 966900134 t :., 602341039 602341036 u,2- ",... 566940145 §s89as127z 60234/002 ...,. ' f 1146-966900194 ': 956900224 3 OCk�-'004 u0 1 I 985900008 468900220 _1 G� Mountain in T -- Given 5b �Y„9�66600001 466400143 488900943 I 602341044 f �` v + � 9689001911 602344003 Nib 61 r3 i 60LSa• 3 602341038 602341036 966900052 Z.',,,,"...0 : .1 1 642341046 602341004 J 64i23524lb v. r Q, 602341432 .0 966900059 I 1 6og34503q 6:;23-2.1.0 �� 9660046 1 ,1�"f ry: FJ 1 1 qG -f- t - ..._ J rl� ,. 46690(6341 `2 ii'':•1'.: 7066900096 fir`.°4 60234z0e•. E-'•2322 -' 6)4000 602341051 _ , 966400063 - 602342006 602341073 6023521728 / ,... ' 602362000 I 642352029 9Ca ` 066900044 5 i x263 802a4toso 1 u .47 , �4pa`40 ty 60244 023 60234208 60023. 726 123a'c� I 7 4 t ` 81) .43&10� 602341005 60234.91 6 25.0014 , 966900133 4 602341026 602341010 802352008 6x52352004 0 486900031 60234.02' 966900131 496690003144.602342007 966400030. , - —\$ 602341022-7----1 enure',421 986900231 �1-y, I .6023407 602341018;;d'� Legend 602342001 602342604 622341012, `.bybild Ln” "'*.le� Vz IO " - - Selected Features 966900032 4"' .' '°_.`._. " ! _ 602341027 /0234007 t 660235202 .. .. JC Roads r @02]47015 _ =2343001 s• -i 60234 602344006 602344007 000100260 '60230.300 301074 1 Parcels-Ft ' 602344015 "my', it, __ _. _602344005: 692163906 ■ Wetlands 802314023 ,'602:144006 60234342 i 1 602344009 o E029236 I r , 692363912 51103 602343011 `Bb2343013 6023H0t4 6023440x5 6C 37 r" i"602353043 1 3:2,51,: •'�st%8023440/5 '602363003 6023523 w 2343040 s. 1 _.u71160234 602343014 _. 602344010 602344420 i ^•T='..., a.. _ fo,„,,,,,ir (i___.��,,.v. � ∎ `� w^ 363002■ 662 602344075 6023440136023534x}2 ', i - 602344002 .602343012 '� .- f 1602353006 . , 60234349 1 _— i �._ { �� 602344021 6023-eu•a 662344 019 . 2 �I1 6023530 3 ' 6023440,x? 60234. 3 r ----- — 602353011 632343003 802344041 ---- _._! ',€602353011 �s x325 a 8602053016 602343006 002349007 1 t eo2 qi6— tl 64ti344078 _ i I 602344018 602363030 6022353054 i 0636356324 6023 2 2,96 5. ' Gt7 3530-'; ■ I '^""5512353015 r Brannan Ln 502022008 941100219■ `-`1 f501032002 I, h';`�. 502031004 YJL(7225702/. COOS y ,' i' 502031003_ ./1i„S4'` 411760318 ` .6_ _.�, ..._ 502031002 i 1 ( 502022001 4_ +-t' ■ 5020.11002 22001700324 d 502032001 447700314 i 502022001.. Man -viCartyCere'sSm ms 1144 502022003 0 3 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 Aug 16 07:39:41 2011 h :// isserver/servlet/com.esri.esrima .Esrima ?ServiceName=ovma &ClientVersion=4.... 8/16/2011 � g P P P Map Output Page 1 of 1 ArcIMS HTML Viewer Map 166900220'c 0/6960146.,,9661100.2/8-166900207 166900220 ! = ! = 966800161 .......„„' ,966900182 =-1669062,0 966900221 60234,0X 602341037 602349233 ,... • '' "1"1"'"*"."'' A- 166900196 96000212 ! ' --=_ 602141002 , 602341039 60236018 602352005 06690066.,,' 966901146--- ,„--966060223 ''. 966900146 966900194 966000224 :..-:!‘"c-T-1-77._, I Grimm 180u61881 in j— -- ..:00,ixt411 ',!;-. 166600143 =,!" .., i I 602341040 .i, 96610019i 602344003 ,025,4100.3 60234610,230,041 4x234103e 6023410167 ill 06::90305.5',.966906852 ,- * =. 602352006 960200056 *,.'„=!,-„,, i 1,!„,,, 602341004 602341032 602341034 966900059 4 ! r 602362016 e.., %-,------- I f--- 4---- .-i,3,,.....y.:.:.....,s ,..,:22.1 2,X2 60 2341046 i ,e ::.,..:::,:y..,:ix.-:, 'e:, ••...::.-i.!,u.:7.-- ,,,.:.,142003 : -1,,,i,::j6023,11(.1 1302341061 / ...":2...2"M2,-,...,E, 602341013 K,2352028-" . fAb .6.900015 ; -6021.60Y:, 602352007 'gar?I., ,,,,,,c,....44 602341038 - ir ■A\t-scauloas 1 ,i ,i.„ 602352029=602352024 4, &.:22,12-)2, I 802341026 602341062 1 , 4), fl S02341005 4), o ;,:.)-......-. ).- ti 602341'024 602341014 17 ,,.C.'' 602341025 93 r2341021---- 602341010 60235.2008 1 6.0.2:152W4 I 6027.12' Ch LO 60234101/ 0 623410t0 2,_,E9D):,2,■.: Legend !,..1.i.)::" ".,..,...:22,12':,.:1 ,:02.51"O.2 Jeyllim I,., ,,,,,,0, ..■:,;t3b2C.•'!..• `.4,::.e,.,.:,..:,..,:,2.• -r& •.,,.:,.15.e...,"'.!. Se I e cted Features ,±C,2'21'■,2, ....- .2.!..1''.:" S, 6e.:2:452f....,20 JC_Roads 6,0231.1X, ■:',.:2.1,,l.i.Y.:1 1 I ,..:,.....22,1,1C.C,-■ :_..:224.1,x... -o• • 5•s; •..,-,017,:,:, Parcels-H .:.■:.1'..M..1,Y 4 3a, Seismic Hazard 006260,30 '''_ 4 "..4 6.02 3110,Y.: 632353005 €02343002 0211_60 ....._602344005„ 1 602353042 602 3440',1 . ''6423440"1.--- . 602353045 ,02344011 , it 602369043 .. E,../.2144X,1 ,_,2•2 3,1•1(.'5..,.. 4,,,.:6,..)2...m.v....,,,,, , "....".01235,y4,3 602 352014 002344613 ' :,22741,..,C• 602344020 i e=023440"= 602:!,..,Y.X.2 6023430"2 E.■::, 602343009 e,,i2 11X, 602343003 ,- -/ 5.219607 52291.10:' 022'''''''' Eiv.:,22,',?..,.:20 522313600 602343007 f,■-,:,2 P.,2.:`t: ,...,:.2 3440' .'..e. ■:,....i.'2..1.2...!..I 5020=02 ' ; ), y -I,,, _ . s, .. .--- .502031W2 ....,.:2,22,..Y.:' 0 (1 5,..■2,.:±,'Ce2 '',.?-1`+0.03i4 502032031 5,.:2■2,.2.2C,....1 Mau,.7 cro:12d vy..c.%-,cr 1 Co.rty Calr.3:km.,G4S i 0■•■••■1.0:11t1 502022,607 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 Aug 16 07:39:54 2011 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 988900229;- 969500229-9€500201 56640,220' 958900161 990 9K1''49 96000182 966.9002•0 56696422^ 6421.4'5 602341057 6074 1033 , 9600Y 54 966900`<96 9466900212 6023470(12 _ r 602341039 602341038 96690tPa0 06966900,15 6 966900'46 9669V°4'"' 9069030214 3 OO�gn00k .___ i 6423h1005 956�<4� t" Green TMuetan to 1 9,6900193 _ _._.. 0'•139 ."`�. i C 602397040 �-,"` �.4 966900191 602344043 : 602341003 802951043! I i ..,..? 966900055; 6690Gi2 7 600391043,' !006 602349035 602352046 ^• °966900050 �': 1009 802341432 602391 -"..r- ! 61123521116 jea., K. `� 966900fM8 .�` 4>hu0007g 602342002 _-:^. .•- "_ 1111 ___ _.__ 1 ri !96690:091 ,-..,,-r�4 60234200+ 6023925.0}3 `< fifD239 'S 60234,009 602341051 6023�c 2° ' a 9 66900083-A,*,' 4,12342406 64234,013 4 , t4 949000/5 'i- .. 6023520 1 r �- R1aq{� 966900094 --.602341056] �, �- , 4,- .__E 602341006 y " 4+"-602391026 �`.,,,e 6t. < 2552014 'L7{g 602391023 ',231209' 602341028 602341052 50334 +0/r1 9fi699001 602311005 60234/024 6023410'M 1111. 9664 '.5- 94,966900031 602341025 60234,010 _e.,_<_a .::23"82004 '.602341021 966900.13' 968999.06 692342001 Cnu cn ' 9 6 69 0 075 1 )fh 602341011 a .1.,,,, 5)36900030.. 60239200 H.2!.12r{.1 €0:2141012 Ju y0, 502:552045 .... Legend 800033 1 yhid L n <- S n+t4� 602351073 Selected Features .•.,0689000321' ._. -�a° t—. 602541611 _.<:�_<6 JC Roads 602343004 ..__ <-"> 60234^0`. _ ,. "`- Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9,6'..,•,.2' .,....,.,....,,,, '''''''''28 9666(020+ 96660022:. 9669,•-' S:65900'82 9669002,0 95690.2,2 V ''-2=',','..6 ......2341031 60234/033 -,...,..._0'.:4 ... 966900196 96600022 602341002 02341030 602341038 „.,.„„ 956900146- „..,''' 9669)0223 ROCky p., ■ ' 9E69=24 "4°0*Re --,,-- -i*-- 06600(3306- ., , ,,,i2„,,. 006611 klountam 1-61----- -::- 166000001•,:„.., 966000143 ,,47u0T63 ', 602341040 , •., , , ., ''886800084 916900191 002384003 , 1 0023410(63 600:32340„,:!°::234,00604234103660234,016202341036 i '1 I vses000ss7,106900052:,..,''' e I 602352006 , k , • --...,. , I i I,' , i , 602341034 6021620'6 __L. „ \L, ,., --T--------4 ,...k i 96690096 - °4 6023420, -60244/004 'I -. ...., 60234,000 60234,361 ... •:; ,',■=‘,10..onettft 6034206 -^602341013 1 602352028 I '`''' - 602341050 I 602341008 , 60235200/ / r , . . ,602362029 602362024 . . 602341026 , -40 602342001 , 602341028 60234 052 0( ,j,966000 602341006 i- 4 41 66690039 60234,04 ,4_234,314 I %oar a) O t9966900037 p-A ', , 60224'02 602341026 60234'0`0 ■,;:2362066, I W2162004 t " 06000031 '•- ' 60234200, 1.church Rd -- 666900231 \: 6,...,51'01/ 5021v0,5 966900030 Legend 96610033 002342001 602342004 '" 6023410,2 Jaybirti Li, ,00•Vir e' ''' Selected Features 1-1 966936032 602362026 JC_R0ads , 60211'0' 602342034 ' 60234.1(.01 r s',, . '•-• 6023440.6 5022440e., .: 00anco260 002343001 6021441r4 1' Parcels-H ., 602114015 ' FE MA FIRMS • - "-- -... --,.- - - 60363005 .., i 602344023 '‘ "ril, 60234406 i I. A 602343002 I . 602344009 f1. ,, 022344005 ANI I 'X' 4013 602383042 tok X500 60343011 1 , .0,I. 04 1.1 Other 1802340 3013 mookalre= onrato 602344o11 i- 6023sy,41 602343oz...3a. ---- 602353003 602163044 602343010 ; 602344013 , I : ■ 802343044 602344.,.0,0 %6,2344:2i---i,-"--,- ----- 'c,,:-"--"--,-5";60236302 , ' ----- ' 602344015 1 , 602344002 0=113012 1 1 . ? (lntIrA,11■17.. 602341000 i..., ' 602.363022 , 602344021 , 602353014 ' E 1 - ,..., 602363013 4001 6°2344°'9 092333 ol a 1 r .-• 602343003 602343003 602344001 ,602363011 , ' 602363013 1 602343006 602343007 ' MX= ..--,_, - , , --- 602353030. . : 602363064 0 602344016 I ( 602363029 c 60235,0t 2 o _ ,i. - - / „ . ... - 602363066 , Bnnnon UT, 502022008 6020320= I ,+ ,r.,. Co re L ,,, • *004 1144„..1/ o .. ''°°1 502031** 602032001 , S0203/012 t832113 tow ----. .1 94'7033'9' 502032001 I 502022004 Maas crerodad try.7044,sal Carty Cenka S2re.es GIS i 0 , 502022003 502022003 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 ma.is limited b the method and accurac of its collection.Tue Au' 16 07:40:18 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma 456602213 9L-6960223 a,r,:', ,,..-.. 0 986900,45' '9$69408$419♦" ____ �1 J 987r909662i996b9U4 251eb5K%7c2,. •�"mil 602341037. 602342433 '°v,; 9669(0256 9669170295 9116900112: .8411002s 60230,039 042341038 6023527%.6 d' N665W4 ..,ve 8669202Ya 3 RCC19'9m4k R7 ' i laao 066980306.6669Q022r .-: r .__.. Oman Mountain ins.-- 1966904409.,;h 9689001/3 �" 'rs -. 4:9669t7LV!w,"-� 4 98890419 -. .. 602549003 "672.349043 i }_ 1 9ppp56a966900032 .' '0 • 9t 842341 602341035 6423 06 '..i4 98690fJ0.i9sg94045t) 4 60234 .,a, / 9032 Y.. 502341034 L �.881 20 6 t. ,, (' 2 .. . .. 566400379 4 ,6192342002 80219, J .1.. �-... r '`"-a--': (( 60234200,; "602342003 .y 2w009 602341051 1 �` r"T 99654711813 - 602342086 60234 0 ' H2352028 73 ,.` hr4dh dry` r` 98b4LN45 .<� 6J 42008 80349050, ,,•^'^r� 642352007 I n Ni"'I 602352029 632352024■ I ' 1429 602341062 96690(X:41 a f -- — '4' s0 93620003p ,< 6J2314 a..: 602341024 602341014 - 966900133 '�96690[1137 ,y 602341025.602347021! 602341010. 602352006 802352004 966013,r.,96622336 802340.v' �-' °' 1 .--- -602341022 r Giuced 96690023, .. ,602341017 60234,O16;Saf` + .-...-_.. Or 61351 - Legend Y56£.X73• > _;• ,, - 602341042 °Jaybid Ln� < < Selected Features "�66�x0032 `} I, 3-_—. 602391027 602349041 S44 632"22,:' - - - JG Roads ' 60602307 - 4sv.x tY+23a44466 602394607 i 04LV00260 44 1142344024. 6023440,5 \ , Parcels"H _ ., 6023_ Critical Aquifer Recharge i " `, Areas 672344023 �4802344006 t 602343032 I 602344009 ,, 1; .602394405 D suss=uNK V K :.. t}...64234a4,y &YY353SNt5 ® SARPA.susc• J2'64,1014 91 �fi -Bt72353443 9 8023440?5 ._______� ,� 'x"`802353043 801353494 602353446 Ei susc , .140 - e42344445` l 842 ,3 4 y�) 602344010 ;60234402/3 --L ��.� ® MR PA /.' "^:),.°'' 602363002 SARPA.LNK f ,.60Ya4i075 80�33440t38023§3002 11 i _ 602344002 j601353442 'BD23537)LU5 602343009 _____-- pp■ .', - - ! 44019 4402*. , +23, .1 .\'''-'---i----6061344019 9 6023537X79 'i 6023537*3 344604 I i 1 2148)11 602393003: ( 60234360 0 3 344004 --. "602353011 6023530.0 802359"'3 Q6023t3029 802343006 60234340y ftY+Y55S096 \ 602344018 802;144018 632156330 2 80235'1,,, ( I `� 60Y3S:YJ29 - �loa2 .._._._._�__.. _____..-...- t 1!_. 602353 I "T"" 60235:6095�N Brinnon L + 502039001 502022008 502031004 502022002�11 c9rsy Ln 502031003 5 91t701?398 i 542032002 5020220(, (7 ((++` 1"------____ 502022007 1 542031002 - \� "a.949700324 502032009 X03 502022004 Maas wadded try 264e>a,4uray 4r4rs966,26s Gig 0 t'11 502022003 '5020227703 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 ma•is limited b the method and accurac of its collection.Tue Au• 16 07:40 34 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 8/1 6/20 1 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map .96691120? 966900220-.. ! 11t42°""21 {4f474aoc49.066'500220 , 5>E64Qf.82 9Ef+9.062ta+!610900221"602341066 , _234'031 502391033 966900<54 - 66660,93 066500232 - + T" I __2 6'02341039 602341036 6:'43521_., '*'«.,..966900156. 06692€146 --- 966900223 ROdy -`L.1 9fi6900945 9665{,>ti544".�.566410224..j.,.... 966900006' •-.2.966900221 .--•11----:, Rp _._._. .._..Gamin Maintain in 66000000ri4 566600143 966'9001911 I i I ��411t1 _27dSOW .6, 56655Ot91 612344003 602341003 63'2341043� ( . 1k6- I 0355CC056'.968900052 oC 602341043 602341004 t 602341032 23410 5!44_5 `98690005.1 a 545034 16 a, 9669.,,,,, -%696KX:�12 60234102 f r _2 966900479 \,., soz3a3oes I 1 , \ ---- «, v y o<� 60 21,1, • 602342003 1 I --�— e .. / +2342006 602341013 I 602341008 602341061 602352028,- I� -/ ,• t 1 1—.60234/050 f ,•.•..,� 602352007 5" ., .l �7(R . 602341006 _ '�i7602341026 i , 632352029 6023vo14 Acrd,.: ' Cf -_,_2+,4' ,._2.12001 602341028 602341062 tr 77try tit t:: `\„, 602341024 662343014 •;6;:, .. P 4�.D "____ 602341025 002391021, 60230 _'_ 2_32008 072352004 chi.ch Ra 9669c,..,,!' ( .602341017 07234107 --`_ L6ge nd 966900033>.. -f~...,2310 az::�t , 6023410,2 t`"Jaow L6 "°'°°2, me,0, 2'_.,� Selected Features f �, 602341027 602341011 602521c .^. . ds ''`� 6023410/5 2- JC_Roa 602343W3 , - t 6:231 00,,602344007 Parcels-H .--r ^ _-L _ _- Channel Migration Zone Hazards •a•,• 602344006 ,, 60254_'102 --,...,,,,,,,..,21,141,129 6 60234-0005 .._. El 0doonnened CMZ 1 1'y 602353042 ❑ �Iqn Resit ` 1 +`...602344013! ti(}2353Wti 6!72343011 .17!:'I 544011 ,�a E 402353043235 D Moderately Mg 11 Risk -^ f 6023530(!3 617135304-0 c,_ 1 _�--,. �.•t,t 1 I _.602344013 D Moderate Rnk n.•:: I �8623440t36023i3402—t�! ; 502343009 5323430 \ \ 602+ti1nm 4602357008_.... ! 602344021 1 602332 4 1 602341019 �-602353.7X)5 '/ '602333013 i,IC�S74 ' I I a/1213301 6 602363011 t 5123A.YU3 -. _. _. �:� \�'' a- 1 ti023S7011 6_,2?a3Cr,7`s z t t 1` 1'\ 6}15:Y_:r'. 02333013 y} c10023S3020', 622343006 60234'5007 y \ I ,:,602353616. — .1 •_. 1 602333030 ,6 6023S:b_;,.,I o \ 602.51,29 p602353012 ....._.. �, A \ r0 60233'2 37. 4 r 602353L'3 ul ...etn,non Ln , 502032002 ., "If?, Caney Ln �� '" 50203213 502p31002 22 It) .. i •i 5930112031 J Man rm+dedW. aal Cat*Cvtd GServmasIS 11 0 '0'',', 502022703:_,1X.22003 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 Aug 16 07:40:56 2011 http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 986900229 f'966Bt.'L•49 256900228 486900207"966900229 I 11 I 986900,6,• 5006900182 a 966200210.96690722. :•=r"^1 •'•= 602341037 602341033 i• 966200754. • 466600100 968900212 602341002 966900156,.E 965900146 - 966904223 R4 602341039 60¢341038 !�S2_;527},y ('• -`l.' 906400145-96,,8900194'1988900224 '`12roo6 i ' C!r k �,:960249627 i __ 1 r tl � �Green 040011041 t14-----------1 n _,.._ 4 966900193 r 9899Npt�988900143 .�,.. 842391044 I r'9 �, �.y 466904747 002344003 6 0234100'5 542343933 60234,00214.036'L34t 602341033 I 002362008 �• A -286904056 4866001341 , E 642341039 6023520,6 1/4 45640E 9 n 802341448 i 1 ' y1�v,Y/ C� 612 1 N_234 x. 4 602, 341009 602341051 ; 1 ,,,,,,,...:•::•:e..! F.:e-ie 516 602'341013 - 1602352428 i 1 � �1 /-- 0,60 1146 '602.341006— 6023414545{7 6ff235200/ n 20"l?44 ... -- �.w ,'602552029 1692352024 &,, ]E64cv1040 60234,405 `'602341026 r 11 61130 12± �` a7d0 2sa2001 ; 1 602341026 642341052 96094034 602341024 602341014 I 966240,33 6023414715 6023d•C•_ Qc 966440.37 802391027 _235N08 N-[?S2 -1 965/300731 95699x915 502492931 i ---2,0',% "-"60234"+12 >'.church}L,7 Legend 96690003D,1)869(70231 {i- : ( `602341077 5'2"•1"'•z �. Selected Features 602342041 602342004 602341012 'Jeyhi1d 1 n ,='- 6020.1 2, 62,4•,'' 5.71` a JC_Rcads .._:� ` ..... _.... .r ... .� __."_° 64241'0:y 602362026 642343931 612342,X4 6/X41"008 6/X41"008 602344937 Parcels-1i 44X''1' 260 602,4- _ 6421440'4 // i No Shooting Zones 6123144"5 / $ ' $ O(X1t740167 - Sa 602344_':b 64235305 ❑ 0 mnan 602344023 - 612344046 1344444-SLxt Paint 602343002 502414/004 g 602344405 .---.---_ __ _ E El roman 0l neo Canal Trams '6°2344°"602143042 T i ii 6rtnno1-Trden Cove 602343011 ' 6023440'4 6:23440.._, "602353043 002;453445 r ! 802393013 6023490<5 `y, 602353046 Chmnacum Creek ""Y"*-1i023440`5 1 602343410 1 602;6504573 642'33246 602344013 0 Kati Perot 602343004 60234.10'.0 \.602344020 --,_ ❑ Part tuabw • _ �..—,.__ 932344405 •602353402 X53642353042 --it. y ❑ 142,4 Co*Pon msum 602344002 ! - 602343012 -.'+J �! 6423530Q4 Parad;m 04y 602343449 �=L i--__.__. 642353042 E Chenacum-7 iaetxh s.' 602344021 i ___.. _____-__ 692343003 602344001 642344472 F...541a5,�009 b0,2 _�.,..i 1 i ____ 6423-0.300! 802334 69223,22- 692653710 11 ,, i d 353720, 602343096 60234-0007 ` ` 7 1': 603344078 -- 602344018., 5.572354030 '� 3_r-7 { 1 `,, ; 6022353022 t __.._. —._�__-__y_-F_tr„.602363015'u1 611101 Ln 5021162932 ■ - 502031001 ..I 20508 rOy 502031446 4) C�Y'Ln ( 542631_403 �,�_,±' 502032001 502031002 '\ i ! ! 9 502�p214G o E 50293.042 `1 54)20?2041 ,.1 411 700324 5020'3X.41± - --___.._. 94<?,' \l, er Aidtrya Mvlm CO34pCrrtr,Y Smccs0tS , 0 101 70 043 5/1 002 {,.x22003 ' 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 Aug 16 07:41:17 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma ..._ 5>ti�a 4,1 0.-226 r'+` •.. .f. .'(,;-$3 +"� . ' a '' mgocan 4tlagicv�4tl&1?OQ,,,„ G%hNQtt22t ta23e 006' . @0231•ti7. 6S.12ie 0•i , .a ' 'iMk+i1G[�r-1 ''''..-- x- -- .J*' '.. e02'N 702. ,,.• 602ie Oi3 e0 Yt 08 ' jPo'` .'� + t3 vsKU'rs,ne oFau •23'.fipC�, ',....,44- ,+ �' 4+6tiP7i1 € ,�" Green MoaJattaat La1 "r'.' , t �C rl,g=13 n 1 1 r ,..44...J.0, ' r> ia'!r1u z + 0239 OL K23C tb33 ,g t ''p� ..'J � FA2 t05q„': v1' Er 235206 :s2 a-.. ,c., l� 1 Y b.. _c I f i ., 60237 S .' `e y,rl. .�>.a r!.. ...........,..4 n 1A4 ,,,,,it,.,,,,,;:_, ti .. 1, g ",,,,,k 1 ..1 1 y..0 - __ __�'9 "= �._�-tzc._• �.°..,, ___il <- :59'"' Cni'cn Ica •.. .• * � 'sr;'r 1 legend Selected Features oc JC R cf ,"_<_v1__ 1r 1.. 1 f :2iil .��,•-1 - <_< _ oa s _.,F i + t Parcels-H r _I i•_.. _11 S _1 "4 _c:1.7_ _ I1 ,. -.. x r, _ 1 ?•11 r 11 <. 22, _ r, .fin '•1.1.'? ..•,_7 . `= «__' d Carey Ln '•..•? 'r" Tp t t2, _fit' 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 Aug 16 07:41:35 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map -99m229 .96h9r10 49 966900228'966907209 966"303220_� \ �"."'~"1„ ▪ 1 5669°'6`♦ 9869°.82 966/7".702..0,9669(7082.,-5,,,34', 1 ---------- ,2.- N234'U3F 3L 231' s •,:, R.IS 966900 54R ',; 9!16434611)S 9669°2±2 * ~'6'34'1X72 '60234',l •— 602/4'o Ep23S2f%?5 " 'S6a... 96x'9004-05 - 9869(70223 Ro(9,& �^ _ a• ...,„ 96S91X*45,9669(70194 9fi6900224 .... C rc'Ok Rd •-•...„.._`�, .. id Green MaJnla n in---- /' 9664tetcQ,,'. , 9993400?.43. F i .- .r'.'`�....-- * Y 2 .v ..�•'"�.. .. /� ter' M 96890°!00 '� 966900194 622344°3 ■�ES]z}A.113 \ "�_ --'°'r r 96691X%151 �,y 61234 Xi! 5023'1'026 6 257" 964rium..45 .i.. '� 61234 143 802356XX3 r rk N23� xr� 64237 4232 ,r-✓,/ 1 L 4 /// 613.1•:+31 p 9669(13{35:3,9869L L � \d l �` � ,e , AM Fs7235i 2.6 • ire(n • A% 9669r�o3l8y� ``';,_...-.....�f I ��ttt 1 ' /.'• �t w ` s1z376x2 ,% '�, f 6691v_» 60259 y7 .„. Y 1111111411141: " .9669'X.368 !7 672342001+,+. 61+2 12w 8 \ f i 60.234'049"..60234'05 '1 '/ ij • .966000083• 4'632342006 60231•013 G • ,6 2352028 •~' � w 954191X3145 •4 "'�+" 6631..Y:. + 62366:4t _ "N`'�-- e0 t 9619°044 • �` ... ,-D134'425 ,xz352i?Z'l 61 sc l�•i 444,, 1 ` (� 60234 42,5 !61234200' X602341028 61131..75L'�y t,#,(` / • • a9A4n• O , � 602Ww8 YE602 3 4 102 4 i 692341014! .t�,r„re'r,• ,/ 966'3 33 - �+.� 6}341025 60234'0'0 6,23S2iX-43 602 62001 .' PO 966900039 '1 60234}024 966900'3. 95 x 31. 60234200^ f/ 7� 60231;022. ) C1 ugh Fi7 95690X0031 9639002"31 ' ': \_ v..// 1 s 60234.011 • 60234 018 _ •'•"• Legend 602342/' 61231/X74 61234`0.2 '^.Daybyd L"^",� 7}1. 6113520'1. Selected Features 966900033 so,"" 62366/3 98;82'13' �W1"N k -0' J !�� 63234t029 63234 0"t+� $ 61234.1 672142WW A �6 60234 0.5 ..60'2352026 JC_Roads /,.AJ�jr� \84234-01X78 001%x67250 632343W"e"1•'^ t.� �1 firl1344W. Parcels-H 601:6441 A • r\ 9�' `` �I 6'23740 S r ti, f USGS Tepee 5 L'OXKSJ:M.: ' �`% 602344!X05• N12351:05 • 4\i rX 2/X•267 60231402 a• 1$1 602344006 60223343302 l j ,°�`. , `r r__r 3 n009 ,G{ 612:314005 4 \ i4 / / ,y 002'3532/2 ff�� ti Nit 6013440 1W123430 J 6023440.4 4 6123-0317 612 ti1U ~ 6023440.1 602353.i50d43 64L%304' ..• ,r..,, ! 6025440'.5 j 602353003,60z s 8013430'0 1 J6023440 3 �.re++""" i �+'a'��+ "y� K1ytfYf)•4 � .7. 602314+'1!p 602374 20 'fr,,,_ •. - r�_�4 f .r^w.. +, .. .r..'"1' I,` r 502351002 �"^"'ryy:+ \ K..)' 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I 0 17 802022003 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 Aug 16 07:41:52 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/1 6/20 1 1 Map Output Page 1 of 1 • ArcIMS HTML Viewer Ma. ' ., 6023410/ J fi !: 602841,. 4;02341.+ «32 ,:. _ 1 1006• '"''. � 1024 _ . 602341020 f 41 i ,;. . al ,Aa 60234 0^4 60234 0.0. i t..',22•1',.,-9 ,... 6023410`f 602341.022 E!'43•1'C'3 p/. ,••^ .,� 602342004 J .'� €(423.1.0^6; Jayhib In ' I� 502.31 6 -4, eC234 '^ - _ Legend �3' I i Selected Features 6023+14014. a. 'yi 60234.100?^ y 602344008'^ JC_Roads 602344015'. i i I ,+a!;+ a`y^ $qty 602344005' t6, Pa rcets-H i +. , "1 602344006 2009 Aerial Photos 602344023 o 602344009 6023d4LC6 602344005 t' le. a ;60.234401,. .;602353042' ,i•k,4"i3j1 .602344019. 6023440^3<. �'... 6023440.3— "1:1*4 j4,J 44 4 , - 602353503; 602343014! x*r,,AR Ste•.-- r.raffrqr: (21114M = w P+111.4 4 F'4 602353002' , 602344001 693353009-`. 6012343003'; .«.....,OOt .J 41411/1119... 60230401.• 1.14mvo.,aeq.Mkrsm Car4y Cova Se'aces0alS "j: l ....a 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 ma.is limited b the method and accurac of its collection.Tue Au• 16 07:42:26 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/16/2011 Parcel Print Page 1 of 1 Parcel Number:602344015 06/24/2011 Owner Mailing Address: UERLA COONE PO BOX 226 BRINNON WA 983200266 Site Address: Section: 34 School District: Brannon(46) Qtr Section: SE1/4 Fire Dist: Brinnon(4) Township: 26N Tax Status: Taxable Range: 2W Tax Code: 440 Planning area: Brinnon(11) Sub Division: Land Use Code: 9100 - VACANT LAND D/C#545392 Property Description: S34 T26 R2W I NW SE (E 3/4) I LESS TAX 34 I SUB TO BONNE PW EASE x No Photo Available III II i http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=602344015... 8/16/2011 ,UDC CONSISTENCY REVIEW 3 Project Planner: Master#MLA11-00184 Review Type Project Description SUB11-00010 I Subdivision exemption JCC 18.35.040(4)-Salmon recovery acquisiton Primary: UERLA COONE Site Address: PO BOX 226 DOSEWALLIPS RD BRINNON WA 98320-0266 BRINNON WA, 98320 JEFFERSON COUNTY WATER QUALITY REP TAMI POKORNY 615 SHERIDAN ST PORT TOWNSEND WA 98368 Project Location: Parcel number 602 344 015, Section 34,township 26N,Range 2W, WM, located off Dosewallips Rd,Brinnon 98325 Parcel Number: 602344015 S-T-R: 34-26N-02W Total Acreagr 19 Legal Description S34 T26 R2W NW SE(E 3/4)LESS TAX 34 SUB TO Land Use: 9100 BONNE PW EASE Flood District: Fire District: 4 Planning Area: 11 Flood Map(FIRM)Panel No: School 46 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans MPR: WATER SUPPLY UTILITY: Service Area PUD: [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO Fish&Wildlife:YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate Risk Disconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: _ Commercial/ Rural Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] Stormwater: New Impervious Surface _Land Disturbing Activity ESA's Stormwater Req's: Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure: Airport YES NO MR, YES NO Forest Lands YES NO [ ] Landscaping Required:Yes No [ ] Parking Spaces Required NO 2 Other [ ] Building Height: 35' UBC Standard ✓ious Surface coverage percentage: Jttesource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only Total Building(s)Size: r RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC:10,000 SF All others:subject to septic&water constrairts/None specified ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s) &Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 602344015 MLA11-00184 SUB11-00010 P Subdivision exemption JCC 18.35.040(4)-Salmon recovery acquisiton AFL �\ 4Vacal4q, DEVELOPMENT EVL Time Comments TIME SHEET, I/ Date Ul I hr tn4 ; ` ?,✓�� -� 'f?�vteeJ�!c" W SaCS8: !•ems'ce .- c.� N 0 [ 2812'7 MCFCONDD v MLA 11-- 001 84 / SUB 11 -000 10 W0%mOGvil roz ff rNilw fl /4 OoG� ZTZ �E f14 OF S LJV r�OGV'41� K 26 Wog fl, 2 Wlav WgMav JEFFERS ON c 0 UN r r w �smOWCc roo N N 8920'04" E 2528.58 �7N (c (}tZ_MVTr,M,2,, 1j W/1) 7 /G, fZt��,) I/- 27 If 34 i 34 STN QUA,�TER s��Li..�1t�.. FOUND: ON 5 -17 -2011, 2' GALVANIZED IRON PIPE WIN A 2 118- METAL CAP I CJ PROJECTING 0.7 FT ABOVE THE SURFACE I Z STAMPED OMTH THE APPROPRIATE MARKINGS AND THE YEAR 1962. THIS MONUMENT WAS ' W SET BY JOSEPH ZITO PLS 3512 FROM 1 BEARING TREE AND IS SHOWN ON LAND I CORNER RECORD (V -15) T26N R2W JEFFERSON COUNTY, WA, ON FILE WITH THE I DEPARTMENT OF NATURAL RESOURCES, OL YMPIA, WA. FOUND: ON 5 -17 -2011, 4' X 4' CONCRETE POST WITH NAIL PROJECTING 1.5 FEET ABOVE n THE SURFACE. THIS MONUMENT WAS SET BY THE JEFFERSON COUNTY ENGINEER'S I OFFICE FROM 1 BEARING TREE AND IS SHOWN ON AN LINDA TEO LAND CORNER RECORD (V73) I e ON FILE WITH THE DEPARTMENT OF TO 1 "= 400' r RESOURCES, OLYMPIA, WA. I i I N ' 0 200 400 800 M SCALE IN FEET N r.s Pr... ... WEST QUARTER CORNER SECTT�'V 34 Tff CALCULATED LOST CORNER. SEE CERT7FlED RECORD ` ' - EAST QUARTER CORNER SLOQU -14 - OF LAND CORNER MONUMENTATION W-X -13 T26N FOUND: ON 5 -16 -2011, A 3 114' BLM R2W JEFFERSON COUNTY, WA. PREPARED BY I BRASS CAP SET IN CONCRETE 1.0 FT. BELOW PALMER L HANSEN PLS, ON FILE Wl TH THE I ME SURFACE, STAMPED W1 TH THE DEPARTMENT OF NATURAL RESOURCES, OLYMPIA, APPROPRIATE MARKINGS AND THE YEAR 1983. WA. WHICH STATE'S 'IT WAS DISCOVERED THAT THIS I THIS MONUMENT WAS SET BY THE UNITED POS177ON FALLS ON, OR BELOW, A VERTICAL CLIFF STATES DEPARTMENT OF THE INTERIOR, WHICH FALLS AWAY INTO THE DOSEWALLIPS RIVER.' BUREAU OF LAND MANAGEMENT FOR THE I DEPENDENT RESURVEY OF S'ECnON 35, EXECUTED BY ALBERT C. WH /TIN CADASTRAL I SURVEYOR, WITH THE PLAT BEING APPROVED { ON NOVEMBER 30, 1983. T34 _ - _ _ - - S 89'16',36' E 2584.84 S69'f 6'51'E S89'1655'E S89-1 659-E S89'17'02 "E S 89'17'11 ' E 1331.34 ^._-.___- ._._- .�_.- �.- W._,. - -. 34 332.83 332.83 332.83 332.83__._._- .r_.__�.._�._ _.34 S_ U TH QUARTER 5QW8 170N 34 � I SET: ON 6 -14 -2011, A 5180 REBAR 1MTH A 3 1/4 ALUMINUM CAP, ;�•�,I CAST iMTH "WENGLER SURVEYING AND MAPPING PLS 26304,' AND STAMPED M774 THE APPROPRIATE MARKINGS AND THE YEAR 2011. " ; IS I ^ I (0l 1 2XMN7H CORNR SECTON 4 FOUND: ON 5 -16 -2011, A 2 112' IRON ALSO FOUND: ON 6 -14 -2011, A 112' IRON PIPE PROJECTING 0.2 FT. PIPE W17H A 3 1/4' BLM BRASS CAP ABOVE THE SURFACE WITH PLASTIC CAP STAMPED 'SWIFT 6122 ". SAID STAMPED M7H THE APPROPRIATE MARKINGS MONUMENT BEARS N 0' 19' 19' W 3.73 FT FROM niE SET MONUMENT. S89°11'59 "E S89*12'04 "E 589'12108 1E AND THE YEAR 1983. THIS MONUMENT WAS - 665.82 - 332,91 332.91 SET BY THE UNITED STATES DEPARTMENT » OF THE INTERIOR, BUREAU OF LAND ALSO FOUND AND NOT ACGEPI7 =D: ON 5 -26 -2011, A 4X4 CONCRETE ^ MANAGEMENT FOR THE DEPENDENT POST WITH 112' BOLT PROJECTING 0.5 FT ABOVE THE SURFACE. TN1S � RESURVEY OF SE'C170N 35 EXECUTED BY MONUMENT WAS SET BY ARTHUR G. WARD, PLS 2309 IN JUNE, 1963 W I » . ,�,,` " ALBERT C. WHITE, CADASTRAL SURVEYOR, AS SHOWN ON MAP TITLED 04SEWALLIPS STATE PARK BOUNDARY 8 , MTN THE PLAT BEING APPROVED ON SURVEY" OF SEC 2 do 3 T25N R2W WM. SAID MAP WAS OBTAINED :� 589'0_9 37 E 589109 41 E NOVEMBER 30, 1983. FROM KEN GRAHAM OF 774E DOSEWALLIPS STATE PARK. SAID I '� ►.^� 332.95 332.95 MONUMENT SEARS I S o N 74' 47' 11' E 1224 FT FROM THE SET MONUMENT. R FOR ADDITIONAL DISCUSSION REGARDING THE SOUTH QUARTER I zI I CORNER SEE NOTE 6 ON SHEET 3. S89107:03 'E S89107'06'E 589107'10E S89-07'13"E S 89107'22' E 1331.86 3 332.98 332.98 332.98 lk -"N' I W FOUND: ON 5 -25 -2011, 4' X 4' CONCRETE POST WITH 112' SQUARE BOLT, FLUSH WITH SURFACE. THIS MONUMENT WAS SET BY ( I g ARTHUR G. WARD, PLS 2,309 IN JUNE, 196:3 FROM 1 HEMLOCK BEARING TREE AS SHOWN I ON MAP TITLED 'DOSEWALLIPS STATE PARK I I BOUNDARY SURVEY' OF SEC. 2 do 3 T25N R2W W.M. SAID MAP WAS OBTAINED FROM ! I KEN GRAHAM OF THE DOSEWALLIPS STATE C-4 SOV7NFB T SECTION 3� PARK. Ir ( FOUND: ON 5 -16 -2011, A 4 X 4 I^ I CONCRETE POST WITH A 2' BRASS CAP 0.4 LATITUDE = 470 41' 36.599556" NORTH (NAD$319 FT. BELOW THE SURFACE STAMPED M TH 1) i ^ APPROPRIATE MARKINGS. THIS MONUMENT LONGITUDE = 1220 55' 36.176156" WEST (NAD83191) I HAS BEEN ACCEPTED BY THE UNITED CONVERGENCE ANGLE = -10 33' 30.84" I STATES DEPARTMENT OF THE INTERIOR, SCALE FACTOR = 0.99996953 I BUREAU OF LAND MANAGEMENT PER ELEVATION FACTOR = 0.99998074 1 DEPENDENT RESURVEY OF SE077ON 35 COMINED FACTOR = 0.99995027 ( EXECUTED BY ALBERT C. WtfITE, CADASTRAL SURVEYOR WITH THE PLAT BEING 34 I I APPROVED ON NOVEMBER 30, 1983. -- 134 1 4`3 S 88'4748' E 2641.82 AU I TOR'S Tl FICATE FILED FOR RECORD THIS -DAY OF - _. 2011 AT .M. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF WENGLER SURVEYING AND MAPPING CO. 263u 4 9.. DEPUTY COUNTY AUDITOR—- AUDITOR'S FILE NUMBER I DATE: 9- 14 -2011 3 3 S 8837'04' E 1332.54 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UI MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY LAND TT?UST IN JUNE, 2011. .T 35 w ol 34135 S 88 57'19" E 1332.56 3 2 ID S34 T26N R2W SEP 15 7'1111 J111119SON M0L rl SHEET 1 OF 3 NOT TO SCALE FAR alsfuldr 703 EAST EIGHTH STREET '0RT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wenglersurveying. corn 3 R p� O CENTER QUARTER CORNER S 89'11'56* E 332.84 I I I I I I I I I I CENTER SOUTH SIXTEENTH CORNER I L_.__.. — --- --- --- --- -- S 89'09'37' E 333.09 NEgCONDD OFS(URVEF MLA 11-- 00184 / SUB 11- 00010 W�rm0N rNE N w 114 OF rNIFSE 114 OF SEC rMN 24 2 W, ,v r. 26o N., fl, v Wu Muv JEFFERSOON couNry ,v WAj sm�Na roN (4a0!(�1trU�%' MUM 7l S 85'45'48' W 21.37 N 89'1424" W N 89'06'37' W N 8931'11" W 300.16 224.49 119.68 'FENCE (IN DISREPAIR) CONSIS17NG OF OLD CEDAR FENCE POSTS WITH CABLE AND BARBED WIRE, WHICH N APPEARS TO HAVE BEEN CONSTRUCTED BETWEEN FOUND MONUMENTS PARCEL A 9.84 ACRES APPROXIMATE LINE OF 8719'30' E \ \ ORDINARY HIGH WATER OF 64.97 1 THE DOSEWALLll' RIVER AS DETERMINED BY MAPPING w THE VEGETATION LINE ON o- �j`�c• \ \ 5 -27 -2011 AND 5 -31 -2011. o CENTER EAST EAST SIXTEENTH CORNER N $910703' W 332.90 /�/ I 1 I ( I \ THREAD OF DOSEWALLIPS I \ RIVER AS MAPPED ON \ \ 5 -27 -2011 AND 5 -31 -2011 N \ z \ AND THE BOUNDARY BETWEEN \ PARCELS 'A' AND "B'. SEE `�� ` .� Z \ NOTE 7 ON SHEET J. \ I o W u cA. \ 0 g APPROXIMA 7E LINE OF \ \ \ tv ! ORDINARY HIGH WATER OF THE DOSEWALLIPS RIVER AS \ m I DETERMINED BY MAPPING ; GRAVEL BAR = THE VEGETA77ON LINE ON 5 -27 -2011 AND 5 -31 -2011. \ N ►� Jr I PARCEL 8 I = 13.09 A CRES � '�A AR \ S 89109'41' E 332.95 196.84 \ 136.11 y,. � � s mss. 'O. S 19'15'08 ` W F N 19.17 196.52 \,100.35 60.82 S 8979'08" E 328.55 S 89'10'59' E 312.59 S 8842'140 E_\357.69 LEGEND 0 FOUND AND ACCEPTED. ON 6 -07 -2011, A 112' IRON PIPE; SET PER UNRECORDED SURVEY PERFORMED BY JOHN D. SWIFT, APRIL 1971 ON FILE WITH THE DEPARTMENT OF NATURAL RESOURCES, OLYMPIA, WASHINGTON. ® FOUND AND ACCEPTED. ON 6 -08 -2011, A 112' IRON PIPE M771 SURVEYOR'S PLASTIC CAP STAMPED "SWIFT 6122" SET PER VOLUME 3 OF SURVEYS, PAGE 123, RECORDS OF JEFFERSON COUNTY, WASHINGTON. 0 FOUND AND ACCEPTED. ON 6 -07 -2011 & 6 -08 -2011, 518' REBAR WITH SURVEYOR'S PLAS77C CAP STAMPED 'NTT NESARY LS 22344" SET PER VOLUME 14 OF SURVEYS, PAGE 161, RECORDS OF JEFFERSON COUNTY, WASHINGTON. A SET: ON 6 -13 -2011 & 6--14 -2011, 518' REBAR WITN SURVEYOR'S PLASTIC CAP STAMPED "WENGLER PLS 26304" AU121 T,O C ERMCATE f . , . suaV, t. 0s "s OBi Tif S AT, FILED FOR RECORD THIS DAY OF 2011 .AT .M. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF WENGLER SURVfMNG AND MAPPING CO. 26304 DEPUTY -COUNTY L[►21 AUDITOR'S F7LE NUMBER ' DATE: 9 -14 -2011 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY LAND TRUST IN JUNE, 2011. r _ ►► -"WIM",�, 0 W R O) p� O z 6 1 "= 120' 0 60 120 240 SCALE IN FEET' SOUTHEAST SIXTEENTH CORNER (SEE NOTE 5) ,r � SAP �ffffASOfvoo , . SHEE T 2 OF 3 S34 T26N R2 NOT TO SCALE �. >AMP >l/ 703 EAST EIGHTH STREET 'ORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457 --9556 www. wenglersurveying. cam RECORD OF SUN VE v MLA 11 -00184 / SUB 1 1- -000 1 0 wi rmi§v rME N w fl /4 OF rm cc: SE flz oz F SEC r00olnulJ. fy %� 26GVav G°�1 2 Wa, Wa�'tl�y jEFFEmsoN G�'O�/Jln�l�Jv wA smONa roN NOTES 1.) DISTANCES AND BEARINGS SHOWN HEREON ARE BASED UPON THE WASHINGTON COORDINATE SYSTEM GRID, NOR771 ZONE, NORTH AMERICAN DATUM OF 1983, 1991 ADJUSTMENT (NAD83 191). SAID DATUM WAS DERIVED FROM 17ES TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CPS CONTROL POINTS GP16101 -6AZ, OP16101 -6 AND IS1605. ALL DISTANCES SHOWN HEREON HAVE BEEN REDUCED BY AN AVERAGE COMBINED SCALE AND ELEVATION FACTOR OF 0.999959. TO OBTAIN GROUND DISTANCES MULTIPLY SAID DISTANCES BY 1.000041. 2.) THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE OF ALL EASEMENTS AND OR ENCUMBRANCES RECORDED OR UNRECORDED THAT MAY AFFECT THIS PROPERTY. 3.) THIS SURVEY WAS PERFORMED BY U77UZING FIVE TTRIMBLE 460OLS GPS RECEIVERS AND FAST STATIC DIFFEREN17AL POSITIONING TECHNIQUES IN COMBINATION WITH A FIELD TRAVERSE USING A 5 SECOND TOTAL STATION. EDM EQUIPMENT WAS CALIBRATED ON 4 -11 -2011 AT THE NGS BASELINE IN PORT ANGELES. 4.) THE ACCURACY OF MEASUREMENTS MADE DURING THE COURSE OF THIS SURVEY HAVE BEEN EVALUATED BASED UPON PRINCIPLES OF RELATIVE ACCURACY AT NINETY FIVE PERCENT PROBABILITY OF ACHIEVING THE ACCURACY REQUIRED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS INCLUDED IN WAC 332 -130 -070 "SURVEY STANDARDS" WAC 332 -130 -080 "RELATIVE ACCURACY-PRINCIPLES , AND MEET OR EXCEED, 711E STANDARDS INCLUDED IN WAC 332 -130 -090 "FIELD TRAVERSE STANDARDS FOR LAND BOUNDARY SURVEYS'. A LEAST SQUARES ADJUSIMENT PROCEDURE HAS BEEN USED FOR MATHEMATICAL ANALYSIS OF THE MEASUREMENTS. THIS SURVEY WAS NOT PERFORMED OR CER77FIED TO MEET THE 'MINIMUM STANDARD DETAIL REQUIREMENTS" OR 'ACCURACY STANDARDS" FOR ALTA /AGSM LAND TITLE SURVEYS THEREFORE. THE USE OF THIS MAP FOR THE ISSUANCE OF AN ALTA /ACSM OWNERS EXTENDED COVERAGE POLICY IS STRICTLY PROHIBITED. 5.) THE SUBDIVISION OF SEC77ON 34 AS SHOWN HEREON WAS COMPUTED USING CADASTRAL MEASUREMENT MANAGEMENT (CMM) SOFTWARE VERSION 10.340 AND FOLLOWING THE PROCEDURES OUTLINED IN SECT70N 3-114 AND 3 -117 OF THE MANUAL OF SURVEYING INSTRUCTIONS (2009). ALSO SEE SECTION 2 -13 OF SAID MANUAL RELA T7NG TO LINES OF CONSTANT BEARINGS. AS STATED IN NOTE 1 ABOVE THE BEARINGS CITED HEREON ARE BASED ON A PLANE SYSTEM OF SURVEYING AND THEREFORE THE BEARINGS SHOWN HEREON ARE REPORTED AS CHORD BEARINGS OR LINE OF SITE BEARINGS BETWEEN POINTS. SHEET 1 OF THIS SURVEY SHOWS THE IHCORE17CAL SUBDIVISION OF SAID SEC77ON WHILE SHEET 2 OF THIS SURVEY SHOWS THE ACTUAL BEARINGS AND DISTANCES MEASURED BETWEEN THE MONUMENTS FOUND At THE CORNERS AND ALONG THE LINES OF THE SUBJECT PROPERTY THAT HAVE BEEN ACCEPTED DURING THE COURSE OF THIS SURVEY. THE MONUMENT SHOWN AS FOUND AT THE SOUTHEAST SIXTEENTH CORNER OF SECT ION 34 ON SHEET 2 OF ^' k THIS SURVEY BEARS N 13' 54' 09' W 0.11 FEET FROM THE THEORETICAL CALCULATED SOUTHEAST SIXTEENTH CORNER OF SECTION 34 SHOWN) ON SHEET 1 OF THIS SURVEY. 6.) DURING THE COURSE OF RESEARCHING EXISTING SURVEYS WITHIN AND SURROUNDING SAID SEC17ON 34 IT WAS DISCOVERED THAT THERE ARE MULTIPLE POSITIONS FOR THE SOUTH QUARTER CORNER OF SAID SECTION. BELOW IS A HISTORY OF HOW SAID CORNER WAS ESTABLISHED AND SUBSEQUENTLY CALCULATED OR MONUMENTED. 1871 - THE SOUTH QUARTER CORNER WAS ORIGINALLY ESTABLISHED BY UNITED STATES DEPUTY SURVEYOR E. M. MORGAN AT MIDPOINT BETWEEN THE SOUTHWEST AND SOUTHEAST CORNERS OF SECTION 34. 1895 - THE SOUTH LINE OF SECTION 34 WAS RETRACED BY UNITED STATES DEPUTY SURVEYOR ALWN BYSTROM. MR. BYSTROM RECOVERED THE SOUTH QUARTER CORNER OF SAID SECTION AND RETURNED A NEW BEARING AND DISTANCE BETWEEN SAID CORNER AND THE SOUTHEAST AND SOUTHWEST CORNERS OF SECTION 34 SHOWING THAT THE RECOVERED MONUMENT WAS NOT AT A MIDPOINT AS ORIGINALLY REPORTED IN 1871. 1963 - ARTHUR G. WARD, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY OF SECI)ONS 2 AND 3, TOWNSHIP 25 NORTH, RANGE 2 WREST, W.M. FOR DOSEWALLIPS STATE PARK. THIS SURVEY IS UNRECORDED AND WAS OBTAINED FROM KEN GRAHAM OF DOSEWALLIPS STATE PARK. SAID SURVEY SHOWS THAT THE ORIGINAL MONUMENT MARKING THE SOUTH QUARTER CORNER WAS CONSIDERED LOST AND A 4" CONCRETE MONUMENT WAS ESTABLISHED AT MIDPOINT BETWEEN THE SOUTHEAST AND SOUTHWEST CORNERS OF SECTION 34. THE PROPER PROCEDURE FOR ESTABLISHING THIS CORNER SHOULD HAVE BEEN TO SET THE MONUMENT BASED ON THE DIMENSIONS RETURNED BY MR. BYSTROM IN 1895 AND NOT ON THE MEASUREMENTS SHOWN ON THE ORIGINAL SURVEY OF 1871. 1969 - JOHN D. SWIFT, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR MR. ROBERT CROWELL. THIS SURVEY IS UNRECORDED AND WAS OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES IN OLYMPIA WASHINGTON. SAID SURVEY SHOWS THAT THE SOUTH QUARTER CORNER WAS CALCULATED AT A SINGLE PROPORTIONED POS117ON ON A STRAIGHT LINE BETWEEN THE SOUTHEAST AND SOUTHWEST CORNERS OF SECTION 34 USING THE DISTANCES (NOT THE BEARINGS) RETURNED BY MR. BYSTROM IN 1895. ALTHOUGH THIS PROCEDURE WAS CORRECT IN USING THE 1895 DISTANCES, IT FAILED TO CALCULATE THE POS177ON BASED ON THE BEARING BREAK AS RETURNED ON THE 1895 SURVEY. 1985 - JOIN D. SWIFT, PROFESSIONAL LAND SURVEYOR, PERFORMED A SURVEY FOR POPE 6: TALBOT AND RECORDED IT UNDER VOLUME 7 OF SURVEYS, PAGE 175, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY SHOWS THAT MR. SWIFT FOUND A 112" IRON PIPE AT THE SOUTH QUARTER CORNER OF SECTION 34 AT THE CALCULATED P0977ON HE SHOWS ON HIS 1969 SURVEY. IT IS BELIEVED THAT MR. SWIFT SET THIS MONUMENT SINCE SAID IRON PIPE WAS RECOVERED BY THIS OFFICE ON 6 -14 -2011 BEARING A CAP WITH HIS NAME AND CERTIFICATE NUMBER. SAID SURVEY ALSO SHOWS A CONCRETE MONUMENT (PRESUMABLY SET BY WARD IN 1963) THAT BEARS EAST 11.8 FEET. 1993 - RONALD L. NESARY, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR SHARIE DEMAY AND RECORDED IT UNDER VOLUME 14 OF SURVEYS, PAGE 161, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY SHOWS THAT THE SOUTH QUARTER CORNER OF SECT ION 34 WAS CALCULATED BASED ON A PREVIOUS SURVEY RECORDED UNDER VOLUME 6 OF SURVEYS, PAGE 62, RECORDS OF SAID COUNTY AND STATES "THE EXACT METHOD USED BY CLARK IS UNCERTAIN BUT THE POSITION CALCULATED BY HOLDING GLO ANGLE AT 114 CORNER AND PROPORTIONING DISTANCES EAST AND WEST AGREES WITHIN ABOUT 0.3 FT. THE CLARK POS117ON HAS BEEN ACCEPTED." 2005 - KEVIN D. BLUHM, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR OLYMPIC RESOURCES MANAGEMENT AND RECORDED IT IN VOLUME 29 OF SURVEYS, PAGE 95, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY ACCEPTS THE CONCRETE MONUMENT SET BY WARD IN 1963 AND ALSO ACCEPTS MONUMENTS SET BY NESARY IN 1993 BASED ON A CALCULATED QUARTER CORNER THAT DIFFERS FROM THE WARD QUARTER CORNER. NO HISTORY OF THE MONUMENT OR REASON FOR ACCEPTING THE WARD MONUMENT IS CITED. 2011 - THE POSITION OF ALL THE QUARTER CORNERS CITED ABOVE WERE EVALUATED AND IT WAS DETERMINED THAT THE POSITION THAT MOST CLOSELY FITS THE PROPER POSITION WAS THAT SHOWN ON THE 1993 NESARY SURVEY. SAID CORNER WAS MONUMENTED PER THIS SURVEY USING THE MODIFIED FORM OF SINGLE PROPORTIONATE MEASURE AS DESCRIBED IN SECTION 7 -51 OF THE MANUAL OF SURVEYING INSTRUCTIONS (2009). NOTES (CONTINUED) ALTHOUGH THE POSITION OF THE SOUTH QUARTER CORNER OF SECTION 34 SET BY WARD IN 1963 MAY CONTROL THE BOUNDARIES OF CERTAIN PROPERTIES WITHIN SECTION 3 TO THE SOUTH WHICH RELIED ON SAID MONUMENT, THE ONLY SURVEY THAT USED THIS MONUMENT IN SECTION 34 WAS THE BLUHM SURVEY OF 2005 AND IS BEING REJECTED FOR THIS SURVEY. THE P0977ON OF THE MONUMENT AT THE SOUTH QUARTER CORNER OF SECTION 34 ACCEPTED BY SWIFT WAS SET IN GOOD FAITH AND WITHOUT FRAUD AND HAS BEEN USED ON MUL17PLE SURVEYS WITHIN SECTION 34. THE SAME CORNER ESTABLISHED (NOT MONUMENTED) BY NESARY AND CLARK WAS ALSO ESTABLISHED IN GOOD FAITH AND WITHOUT FRAUD AND ALSO USED TO SURVEY PORTIONS OF THE SUBJECT PROPERTY WITHIN SECTION 34. THEREFORE I AM ACCEPTING ALL THE MONUMENTS SET BY BOTH SWIFT AND NESARY THAT WE HAVE RECOVERED AT THE CORNERS OR ALONG THE LINES OF THE SUBJECT PROPERTY AS THE BOUNDARIES OF THE SUBJECT PROPERTY. 7.) THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE A SEGREGATION FOR THE PURPOSE OF A CONVEYANCE. THIS SEGRECA77ON EXEMPTION IS ALLOWED UNDER JEFFERSON COUNTY CODE 18.35.040(4), DUE TO ACQUISITION OF LAND BY A PUBLIC AGENCY IN FEE SIMPLE. PARCEL B IS TO BE CONVEYED TO A PUBLIC AGENCY. THE LINE SEGREGAIIOG SAID THE SUBJECT PROPERTY INTO TWW0 PARCELS IS THE LINE OF DEEPEST WAITER (THREAD) OF THE DOSEWALLIPS RIVER. THE THREAD IS OFTEN AMBULATORY AND IS OFTEN USED TO DESIGNATE THE DIVISION LINE BETWEEN OPPOSITE UPLAND OWNERS. ALTHOUGH THE THREAD CAN BECOME A FIXED BOUNDARY BY AN AWLSIVE ACTION, IT 1S THE INTENT OF THIS SURVEY FOR THE BOUNDARY TO C0Nl7NUE TO BE FIXED AS THE THREAD OF THE RIVER AS SAID THREAD MOVES BASED ON ACCRETIONS, EROSIONS OR AWLSIVE ACTIONS IN THE FUTURE, 8.) THE OWNERSHIP OF THE BEDS OF THE DOSEWALLIPS RIVER HAS NOT BEEN DETERMINED BY THIS SURVEY. AS OF MARCH OF 2011 THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES HAS NOT PERFORMED AN IN DEPTH ANALYSIS AND INVESTIGATION OF THIS RIVER TO DETERMINE NAVIGABILITY AND THEREFORE THE STATE OF WASHINGTON MLL NOT ASSERT OR DENY OWNERSHIP OF THE BEDS OF SAID RIVER. FOR THE PURPOSE OF SUBDIVIDING THE PROPERTY SHOWN HEREON THE ASSUMPTION HAS BEEN MADE THAT THE STATE OF WASHINGTON DOES NOT OAN SAID BEDS. 9.) FOR ADJOINING SURVEYS OF RECORD SEE: VOLUME 2 OF SURVEYS, PAGE 188: VOLUME 3 OF SURVEYS, PAGE 123; VOLUME 14 OF SURVEYS, PAGE 161; AND VOLUME 29 OF SURVEYS, PACE 95, RECORDS OF JEFFERSON COUNTY, WASHINGTON. P�E�TY �s�raalPTYQI�i�: DESCRIPTION BEFORE SEGREGATION (PER PARCEL A OF AUDITOR'S FILE NUMBER 535456, RECORDS OF JEFFERSON COUNTY, WASHINGTON. THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SEC17ON 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTET? OF THE NORTHWEST QUARTER OF 711E SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF INE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY LYING NORTHERLY AND EASTERLY OF THE THREAD (LINE OF DEEPEST WATER) OF THE DOSEWALLIPS RIVER. THAT PORTION OF THE BOUNDARY COMPRISING SAID THREAD IS TO BE FIXED AT SAID THREAD AS THE SAME MOVES BASED ON ACCRETIONS, EROSIONS OR AWLSIVE ACTIONS. THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST WARIER OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. CONTAINING 9.84 ACRES MORE OR LESS AS OF 5 -31 -2011. SUBJECT TO RIGHTS OF THE STATE OF WASHINGTON IN AND OF THAT PoRIION, IF ANY, WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF SAID RIVER. D CM7TON QE PARCEL g TER SEGREGAT1Q�(, 714AT PORTION OF THE FOLLOWMNG DESCRIBED PROPERTY LYING SOUTHERLY AND WESTERLY OF IRE THREAD (LINE OF DEEPEST WATER) OF THE DOSEWALLIPS RIVER. THAT PORTION OF IRE BOUNDARY COMPRISING SAID THREAD IS TO BE FIXED AT SAID THREAD AS THE SAME MOVES BASED ON ACCRETIONS, EROSIONS OR AWLSIVE ACTIONS. THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY WASHINGTON; EXCEPT THE EAST HALF OF THE NOR771EAST QUARTER OF THE NOR171KEST QUARTER OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF 771E SOUTHEAST QUARTER. SITUATE IN THE COUNTY OF JEFF ERSON, STATE OF WASHINGTON. CONTAINING 13.09 ACRES MORE OR LESS AS OF 5 -31 -2011. SUBJECT TO RIGHTS OF THE STATE OF WASHINGTON IN AND OF 774AT PORTION, IF ANY WHICH LIES BELOW THE ONE OF ORDINARY HIGH WATER OF SAID RIVER. ADMINISTRATOR, DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: FILED FOR RECORD THIS DAY OF 2011 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER AT __,U. IN BOOK _ OF SURVEYS AT PAGE �' MY DIRECTION M CONFORMANCE WITH THE REQUIREMENTS OF THE AT THE REQUEST OF WENGLER SURVEYING AND MAPPING CO. f SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY ®, 28304 LAND TRUST IN JUNE, 2011. .S' 19Y ..... . DPW__C0VW AUDITOR 'JAMES liES� 2 AUDITOR'S FILE NUMBER _ DATE: 9 -14 -2011 SEP 15 2011 JEFFERSON COUNTYp�p SHEET 3 OF 3 000 wylyN 1,71 111 S34 T26N R2 W NOT TO SCALE 703 EAST EIGHTH STREET 'ORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wengler s u.rveying. corn 0 N 3 �NQ V' O NJ 3 0 co N 3 R N 0 5 33 34 4!3 3 27 565723 V: 35 P: 498 Pg:l of 4 SURV 02/29/2012 01:57 PM $143.00 JEFFERSON COUNTY WAT Jefferson County WA Auditor's Office - Donna Eldridge, Auditor ■III 1& 01 �IrI�',� Il��t 1I II MLA 11 -00184 / SUB 11 -00010 N 8970'04" E 2528.58 27 34 X34 NORTH QUARTER CORNER SECTION ; I FOUND. ON 5 -17 -2011, 2" GALVANIZED IRON PIPE WITH A 2 118" METAL CAP I PROJECTING 0.7 FT ABOVE THE SURFACE I STAMPED WITH THE APPROPRIATE MARKINGS I AND THE YEAR 1962. THIS MONUMENT WAS SET BY JOSEPH ZITO PLS 3512 FROM 1 BEARING TREE AND IS SHOWN ON LAND I _ CORNER RECORD (V -15) 726N R2W i JEFFERSON COUNTY, WA. ON FILE WITH THE I DEPARTMENT OF NATURAL RESOURCES, I OLYMPIA, WA. i NORTHWEST CORNER SECTION 34 FOUND: ON 5 -17 -2011, 4" X 4" CONCRETE I i POST WITH NAIL PROJECTING 1.5 FEET ABOVE I I THE SURFACE THIS MONUMENT WAS I SET BY THE JEFFERSON COUNTY ENGINEER'S I S89'16 51 "E OFFICE FROM 1 BEARING TREE AND IS SHOWN I ON AN UNDATED LAND CORNER RECORD (V13) I ON FILE WITH THE DEPARTMENT OF NATURAL oN RESOURCES, OLYMPIA, WA. I o IN I "� �o Io, ii ao.n� n IM I� M to I� I° . z WEST QUARTER CORNER SECTION 3434 CALCULATED LOST CORNER. SEE CER77FIED RECORD I I OF LAND CORNER MONUMENTA710N W -X -13 T26N R2W JEFFERSON COUNTY, WA. PREPARED BY I PALMER L. HANSEN PLS, ON FILE WITH THE DEPARTMENT OF NATURAL RESOURCES, OLYMPIA, I _ WA. WHICH STATES "IT WAS DISCOVERED THAT THIS I POS177ON FALLS ON, OR BELOW, A VER77CAL CUFF WHICH FALLS AWAY INTO THE DOSEWALLIPS RIVER." I I 34 S 89'16'36" E 2584.84 r------------- - - - - -- - - `- -`" � -' - " !' - ' -� - " - - ' I S89'16 51 "E S89'16 55 "E S69'16'59 "E -- - - _ - - ' 34 332.83 332.83 332.83 I - " SOUTH QUARTER CORNER SECTION 34 SET. ON 6-14-2011, A 518 REBAR WITH A 3 114 ALUMINUM CAP, " I "� �o Io, ii ao.n� n CAST WITH WENGLER SURVEYING AND MAPPING PLS 26304," AND I� I� STAMPED WITH THE APPROPRIATE MARKINGS AND THE YEAR 2011. M M co to ALSO FOUND. ON 6 -14 -2011, A 112" IRON PIPE PROJECTING 0.2 FT. I ABOVE THE SURFACE WITH PLAS77C CAP STAMPED "SWIFT 6122 ". SAID I MONUMENT BEARS N 0' 19' 19" W 3.73 FT. FROM THE SET MONUMENT. - S8971.59 "E - S89- 12'04 "E ALSO FOUND AND NOT ACCEPTED. ON 5 -26 -2011, A 4 7X4" CONCRETE 665.82 332.91 POST WITH 112" BOLT PROJECTING 0.5 FT. ABOVE THE SURFACE THIS MONUMENT WAS SET BY ARTHUR G WARD, PLS 2309 IN JUNE, 1963 "DOSEWALLIPS I W w AS SHOWN ON MAP TITLED STATE PARK BOUNDARY I v, SURVEY" OF SEC 2 & 3 T25N R2W W.M. SAID MAP WAS OBTAINED FROM THE I40 S89 09'37 "E KEN GRAHAM OF DOSEWALLIPS STATE PARK. SAID !� 33295 MONUMENT BEARS I w g o 0 N 74' 47' 110 E 12.24 FT. FROM THE SET MONUMENT. h z z FOR ADDITIONAL DISCUSSION REGARDING THE SOUTH QUARTER "E CORNER SEE N07E 6 ON SHEET J. S89*07'03 S89*07'06 "E S89- 07'10 "E 3 332.98 332.98 332 98 SOUTHW> =ST CORNER SECTION 34 ;N I FOUND: ON 5 -25 -2011, 4" X 4" CONCRETE M I POST WITH 112" SQUARE BOLT, FLUSH WITH oo - SURFACE. THIS MONUMENT WAS SET BY I ARTHUR G WARD, PLS 2309 IN JUNE, 1963 FROM 1 HEMLOCK BEARING TREE AS SHOWN I ON MAP TITLED "DOSEWALLIPS STATE PARK I BOUNDARY SURVEY" OF SEC 2 & 3 725N R2W W.M. SAID MAP WAS OBTAINED FROM KEN GRAHAM OF THE DOSEWALLIPS STATE N PARK. i r%j LATITUDE = 470 41' 36.549556" NORTH (NAD83 191) I LONGITUDE = 1220 55' 36.176156" WEST (NAD83191) CONVERGENCE ANGLE _ -1° 33' 30.84" I SCALE FACTOR = 0.99996953 I ELEVATION FACTOR = 0.99998074 COIMINED FACTOR = 0.99995027 I I S 88'4748" E 2641.82 AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF I 2012 AT .M. IN BOOK OF SURVEYS AT PAG ", Z AT THE REQUEST OF WENGLER SURVEYING AND MAPPIN C 611L" DEPUTY -COUNTY AUDITQRY l AUDITOR'S FILE NUMBER �VL, llN 26304 �13TBa� -'1 4 LaK� 5 DATE: 2 -22 -2012 34 3 S 88 57'04" E 1332.54 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR Ut MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY LAND TRUST IN JUNE, 2011. L_ Z W U1, 1 "= 400' 0 200 400 800 SCALE IN FEET EAST QUARTER CORNER SEC770N 34 FOUND: ON 5 -16 -2011, A 3 114" BLMBLM BRASS CAP SET IN CONCRETE 1.0 FT BELOW THE SURFACE, STAMPED WITH THE APPROPRIATE MARKINGS AND THE YEAR 1983. THIS MONUMENT WAS SET BY THE UNITED STATES DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT FOR THE DEPENDENT RESURVEY OF SECTION 35, EXECUTED BY ALBERT C. WHITE, CADASTRAL SURVEYOR, WITH THE PLAT BEING APPROVED ON NOVEMBER 30, 1983. S89'1 7'02"E S 8977'11 " E 1331.34 332.83---------------- - - - --r 34 I I 00 M. K ttoo �o SOUTH SIXTEENTH CORNER SECTION 34 FOUND: ON 5 -16 -2011, A 2 112" IRON I PIPE WITH A 3 114" BLM BRASS CAP STAMPED WITH THE APPROPRIATE MARKINGS S897_2'0 8 "E AND THE YEAR 1983. THIS MONUMENT WAS 332.91 SET BY THE UNITED STATES DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT FOR THE DEPENDENT RESURVEY OF SECTION 35 EXECUTED BY ALBERT C. WHITE, CADASTRAL SURVEYOR, S89 09'41 "E WITH THE PLAT BEING APPROVED ON NOVEMBER 30, 1983. Ir7 ►� r� S89'07'13 "E N S 8917722" E 1331.86 119 AA - ._--- _-- .--- ... - - - - -_ IN to °o IZ I SOUTHEAST CORNER SECTION 34 FOUND: ON 5 -16 -2011, A 4" X 4" CONCRETE POST WITH A 2" BRASS CAP 0.4 FT. BELOW THE SURFACE STAMPED WITH I APPROPRIATE MARKINGS THIS MONUMENT I HAS BEEN ACCEPTED BY THE UN17ED STATES DEPARTMENT OF THE INTERIOR, I BUREAU OF LAND MANAGEMENT PER DEPENDENT RESURVEY OF SECTION 35 I EXECUTED BY ALBERT C. WHITE, CADASTRAL SURVEYOR, WITH THE PLAT BEING I APPROVED ON NOVEMBER 30, 1983. S 88 57'19" E 133256 35 �o M W R 00 ._ M w o, °o E47 34V 35 SHEET 1 OF 4 312 S34 T26N R2W NOT TO SCALE ►iii /�\ (, / /` /� . � l /� t /'' � //\ � ,.l � / .� /.� /. > //\ ( (�h 703 EAST EIGHTH STREET 2ORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457 -9556 www. wenglersurveying. com 565723 V: 35 P: 499 P9:2 of 4 SURV 02/29/2012 01:57 PM $143.00 JEFFERSON COUNTY WAT Jefferson County WA Auditor's Office - Donna Eldridge, Auditor mill 111%, .'�I 'r N1 01111111 MLA 11 -00184 / SUB 11 -00010 CENTER QUARTER CORNER S 89'11'56" E 332.84 34 ------------ - --X I I I I t I I i I I I f I I i I I M N ^� 3 31 ` N NI O 001 � ti I I I I I I I I I I I I I I I CENTER SOUTH SIXTEENTH CORNER I �--- --------- - - - - -- S 8909'37" E 333.09 FOo °o JEFFER5, (ON C UU/GV1T V LA, ff, 0 YRffJ07' VS 85'45'48" W 21.37 CENTER EAST SIXTEENTH CORNER N 89`14'24" W N 89 06'37" W N 8931'11 " W N 89107'03' W 332.90 1-11 �E-- -- -- -- - - - ---I 300.16 224.49 119.68 I M FENCE (1N DISREPAIR) CONSIS71NG I OF OLD CEDAR FENCE POSTS WITH 1 CABLE AND BARBED IMRE, WHICH c0v APPEARS TO HAVE BEEN I CONSTRUCTED BETWEEN FOUND MONUMENTS. I I N PARCEL A 9.84 ACRES i " \ APPROXIMATE LINE OF 0 I IN 867 970 E \ ORDINARY HIGH WATER OF SS IN, 30* DOSEWALLIPS RIVER AS �o I DETERMINED BY MAPPING W I N ?S86o0, THE VEGETA77ON LINE ON = - '>> F \ \ 5 -27 -2011 AND 5 -31 -2011. ^o I \ THREAD OF DOSEWALLIPS to °o I� N w \ RIVER AS MAPPED ON \ i g \ 5 -27 -2011 AND 5 -31 -2011 z \ AND 774E BOUNDARY BETWEEN N\ I O \ PARCELS "A" AND "B ". SEE NOTE 7 ON SHEET 3. \`\ N W . THE DOSEWALLIPS RIVER AS \ m : GRAVEL BAR DETERMINED BY MAPPING THE VEGETA71ON LINE ON \ ' =W 13.09 ACRES \ -__BAR - S 890941" E 332.95 Yb. d4 \ 136.11 Cj S \ \ N \ S � S 19115'081 19.17 - — 196.52 S 89 -29'08" E 328.55 S 89'10'59" E 312.59 LEGEND 0 FOUND AND ACCEPTED. ON 6 -07 -2011, A 112" IRON PIPE, SET PER UNRECORDED SURVEY PERFORMED BY JOHN D. SWIFT, APRIL 1971 ON FILE W17H THE DEPARTMENT OF NATURAL RESOURCES, OLYMPIA, WASHINGTON. • FOUND AND ACCEPTED: ON 6 -08 -2011, A 112" IRON PIPE WITH SURVEYOR'S PLAS77C CAP STAMPED "SWIFT 6122" SET PER VOLUME 3 OF SURVEYS, PAGE 123, RECORDS OF JEFFERSON COUNTY, WASHINGTON. ■ FOUND AND ACCEPTED: ON 6 -07 -2011 & 6 -08 -2011, 518" REBAR WITH SURVEYOR'S PLAS77C CAP STAMPED "N77 NESARY LS 22344" SET PER VOLUME 14 OF SURVEYS, PAGE 161, RECORDS OF JEFFERSON COUNTY, WASHINGTON. A SET ON 6 -13 -2011 & 6 -14 -2011, 518" REBAR WITH SURVEYOR'S PLAS77C CAP STAMPED "WENGLER PLS 26304" AUDITOR'S CERTIFICATE FILED FOR RECORD THIS 211 DAY OF 2012 AT .M. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF NGLER SURVEYING TDrP NJ CO. DEPUTY COUNT"_U_DffOR AUDITOR'S FILE NUMBER A�J I zS DATE: 2 -22 -2012 �► S 8842'14' E THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR Ut MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY LAND TRUST IN JUNE, 2011. o., 61--) ,PMES E E . 630 n O M W o� M O _A i 1"-- 120' 0 60 120 240 SCALE IN FEET 100.35 60.82 1357.69 I SOUTHEAST SIXTEENTH CORNER 1 \ (SEE NOTE 5) I � SHEET 2 OF 4 S34 T26N R2 NOT TO SCALE ►'lil' � < < L._I_ l� .� l 1� t 1) Ili � , ,.� 11.E /.� /.� /�, � , � (h. 703 EAST EIGHTH STREET 'ORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wenglersurveying. com APPROXIMATE LINE OF - N \ ORDINARY HIGH WATER OF . THE DOSEWALLIPS RIVER AS \ m : GRAVEL BAR DETERMINED BY MAPPING THE VEGETA71ON LINE ON \ ' =W 5 -27 -2011 AND 5 -31 -2011. \ "- 4 0) �rn �i 0 O� PARCEL B s I -GRA VEL - \ 13.09 ACRES \ -__BAR - S 890941" E 332.95 Yb. d4 \ 136.11 Cj S \ \ N \ S � S 19115'081 19.17 - — 196.52 S 89 -29'08" E 328.55 S 89'10'59" E 312.59 LEGEND 0 FOUND AND ACCEPTED. ON 6 -07 -2011, A 112" IRON PIPE, SET PER UNRECORDED SURVEY PERFORMED BY JOHN D. SWIFT, APRIL 1971 ON FILE W17H THE DEPARTMENT OF NATURAL RESOURCES, OLYMPIA, WASHINGTON. • FOUND AND ACCEPTED: ON 6 -08 -2011, A 112" IRON PIPE WITH SURVEYOR'S PLAS77C CAP STAMPED "SWIFT 6122" SET PER VOLUME 3 OF SURVEYS, PAGE 123, RECORDS OF JEFFERSON COUNTY, WASHINGTON. ■ FOUND AND ACCEPTED: ON 6 -07 -2011 & 6 -08 -2011, 518" REBAR WITH SURVEYOR'S PLAS77C CAP STAMPED "N77 NESARY LS 22344" SET PER VOLUME 14 OF SURVEYS, PAGE 161, RECORDS OF JEFFERSON COUNTY, WASHINGTON. A SET ON 6 -13 -2011 & 6 -14 -2011, 518" REBAR WITH SURVEYOR'S PLAS77C CAP STAMPED "WENGLER PLS 26304" AUDITOR'S CERTIFICATE FILED FOR RECORD THIS 211 DAY OF 2012 AT .M. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF NGLER SURVEYING TDrP NJ CO. DEPUTY COUNT"_U_DffOR AUDITOR'S FILE NUMBER A�J I zS DATE: 2 -22 -2012 �► S 8842'14' E THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR Ut MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY LAND TRUST IN JUNE, 2011. o., 61--) ,PMES E E . 630 n O M W o� M O _A i 1"-- 120' 0 60 120 240 SCALE IN FEET 100.35 60.82 1357.69 I SOUTHEAST SIXTEENTH CORNER 1 \ (SEE NOTE 5) I � SHEET 2 OF 4 S34 T26N R2 NOT TO SCALE ►'lil' � < < L._I_ l� .� l 1� t 1) Ili � , ,.� 11.E /.� /.� /�, � , � (h. 703 EAST EIGHTH STREET 'ORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wenglersurveying. com 565723 V: 35 P: 500 Pg:3 of 4 SURV 02/29/2012 01:57 PM $143.00 JEFFERSON COUNTY WAT Jefferson County WA Auditor's Office - Donna Eldridge, Auditor mill 11% WMAIDNOLE1 Alipllomlll 11 II 1 fit LEON. JEFFERSON COJ/NTYL AND MVSr NOTES 1.) DISTANCES AND BEARINGS SHOWN HEREON ARE BASED UPON THE WASHINGTON COORDINATE SYSTEM GRID, NORTH ZONE, NORTH AMERICAN DATUM OF 1983, 1991 ADJUSTMENT (NAD83 191). SAID DATUM WAS DERIVED FROM TIES TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION GPS CONTROL POINTS GP16101 -6AZ, GP16101 -6 AND IS1605. ALL DISTANCES SHOWN HEREON HAVE BEEN REDUCED BY AN AVERAGE COMBINED SCALE AND ELEVATION FACTOR OF 0.999959. TO OBTAIN GROUND DISTANCES MULTIPLY SAID DISTANCES BY 1.000041. 2.) THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE OF ALL EASEMENTS AND OR ENCUMBRANCES RECORDED OR UNRECORDED THAT MAY AFFECT THIS PROPERTY. 3.) THIS SURVEY WAS PERFORMED BY UTILIZING FIVE TRIMBLE 460OLS GPS RECEIVERS AND FAST STATIC DIFFERENTIAL POSITIONING TECHNIQUES IN COMBINATION WITH A FIELD TRAVERSE USING A 5 SECOND TOTAL STATION. EDM EQUIPMENT WAS CALIBRATED ON 4 -11 -2011 AT THE NGS BASELINE IN PORT ANGELES. 4.) THE ACCURACY OF MEASUREMENTS MADE DURING THE COURSE OF THIS SURVEY HAVE BEEN EVALUATED BASED UPON PRINCIPLES OF RELA77VE ACCURACY AT NINETY FIVE PERCENT PROBABILITY OF ACHIEVING THE ACCURACY REQUIRED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS INCLUDED IN WAC 332 - 130 -070 "SURVEY STANDARDS" WAC 332 - 130 -080 NRELA77VE ACCURACY-PRINCIPLES , AND MEET OR EXCEED THE STANDARDS INCLUDED IN WAC 332 - 130 -090 "FIELD TRAVERSE STANDARDS FOR LAND BOUNDARY SURVEYS". A LEAST SQUARES ADJUSTMENT PROCEDURE HAS BEEN USED FOR MATHEMA71CAL ANALYSIS OF THE MEASUREMENTS THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO MEET THE 'MINIMUM STANDARD DETAIL REQUIREMENTS' OR 'ACCURACY STANDARDS' FOR ALTA/ACSM LAND TITLE SURVEYS. THEREFORE, THE USE OF THIS MAP FOR THE ISSUANCE OF AN ALTA/ACSM OWNER'S EXTENDED COVERAGE POLICY IS STRICTLY PROHIBITED. 5.) THE SUBDIVISION OF SECTION 34 AS SHOWN HEREON WAS COMPUTED USING CADASTRAL MEASUREMENT MANAGEMENT (CMM) SOFTWARE VERSION 10.340 AND FOLLOWING THE PROCEDURES OUTLINED IN SECTION 3 -114 AND 3 -117 OF THE MANUAL OF SURVEYING INSTRUCTIONS (2009). ALSO SEE SEC77ON 2 -13 OF SAID MANUAL RELA77NG TO LINES OF CONSTANT BEARINGS AS STATED IN NOTE 1 ABOVE THE BEARINGS CITED HEREON ARE BASED ON A PLANE SYSTEM OF SURVEYING AND THEREFORE THE BEARINGS SHOWN HEREON ARE REPORTED AS CHORD BEARINGS OR LINE OF SITE BEARINGS BETWEEN POINTS SHEET 1 OF THIS SURVEY SHOWS THE THEORETICAL SUBDIVISION OF SAID SECTION WHILE SHEET 2 OF THIS SURVEY SHOWS THE ACTUAL BEARINGS AND DISTANCES MEASURED BETWEEN THE MONUMENTS FOUND AT THE CORNERS AND ALONG THE LINES OF THE SUBJECT PROPERTY THAT HAVE BEEN ACCEPTED DURING THE COURSE OF THIS SURVEY. THE MONUMENT SHOWN AS FOUND AT THE SOUTHEAST SIXTEENTH CORNER OF SEC17ON 34 ON SHEET 2 OF THIS SURVEY BEARS N 13' 54' 09' W 0.11 FEET FROM THE THEORETICAL CALCULATED SOUTHEAST SIXTEENTH CORNER OF SECTION 34 SHOWN ON SHEET 1 OF THIS SURVEY. 6.) DURING THE COURSE OF RESEARCHING EXISTING SURVEYS WITHIN AND SURROUNDING SAID SECTION 34 IT WAS DISCOVERED THAT THERE ARE MULTIPLE POSITIONS FOR THE SOUTH QUARTER CORNER OF SAID SEC770N. BELOW IS A HISTORY OF HOW SAID CORNER WAS ESTABLISHED AND SUBSEQUENTLY CALCULATED OR MONUMENTED. 1871 - THE SOUTH QUARTER CORNER WAS ORIGINALLY ESTABLISHED BY UNITED STATES DEPUTY SURVEYOR E M. MORGAN AT MIDPOINT BETWEEN THE SOUTHWEST AND SOUTHEAST CORNERS OF SEC77ON 34. 1895 - THE SOUTH LINE OF SECTION 34 WAS RETRACED BY UNITED STATES DEPUTY SURVEYOR ALWN BYSTROM. MR. BYSTROM RECOVERED THE SOUTH QUARTER CORNER OF SAID SEC77ON AND RETURNED A NEW BEARING AND DISTANCE BETWEEN SAID CORNER AND THE SOUTHEAST AND SOUTHWEST CORNERS OF SEC77ON 34 SHOWING THAT THE RECOVERED MONUMENT WAS NOT AT A MIDPOINT AS ORIGINALLY REPORTED IN 1871. 1963 - ARTHUR G. WARD, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY OF SECTIONS 2 AND 3, TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M. FOR DOSEWALLIPS STATE PARK. THIS SURVEY IS UNRECORDED AND WAS OBTAINED FROM KEN GRAHAM OF DOSEWALLIPS STATE PARK. SAID SURVEY SHOWS THAT THE ORIGINAL MONUMENT MARKING THE SOUTH QUARTER CORNER WAS CONSIDERED LOST AND A 4" CONCRETE MONUMENT WAS ESTABLISHED AT MIDPOINT BETWEEN THE SOUTHEAST AND SOUTHWEST CORNERS OF SEC77ON 34. THE PROPER PROCEDURE FOR ESTABLISHING THIS CORNER SHOULD HAVE BEEN TO SET THE MONUMENT BASED ON THE DIMENSIONS RETURNED BY MR. BYSTROM IN 1895 AND NOT ON THE MEASUREMENTS SHOWN ON THE ORIGINAL SURVEY OF 1871. 1969- JOHN D. SWIFT, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR MR. ROBERT CROWELL. THIS SURVEY IS UNRECORDED AND WAS OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES IN OLYMPIA WASHINGTON. SAID SURVEY SHOWS THAT THE SOUTH QUARTER CORNER WAS CALCULATED AT A SINGLE PROPORTIONED POSITION ON A STRAIGHT LINE BETWEEN THE SOUTHEAST AND SOUTHWEST CORNERS OF SEC77ON 34 USING THE DISTANCES (NOT THE BEARINGS) RETURNED BY MR. BYSTROM IN 1895. ALTHOUGH THIS PROCEDURE WAS CORRECT IN USING THE 1895 DISTANCES, IT FAILED TO CALCULATE THE POS177ON BASED ON THE BEARING BREAK AS RETURNED ON THE 1895 SURVEY. 1985 - JOHN D. SWIFT, PROFESSIONAL LAND SURVEYOR, PERFORMED A SURVEY FOR POPE & TALBOT AND RECORDED IT UNDER VOLUME 7 OF SURVEYS, PAGE 175, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY SHOWS THAT MR. SWIFT FOUND A 112' IRON PIPE AT THE SOUTH QUARTER CORNER OF SECTION 34 AT THE CALCULATED POSITION HE SHOWS ON HIS 1969 SURVEY. IT IS BELIEVED THAT MR. SWIFT SET 7H1S MONUMENT SINCE SAID IRON PIPE WAS RECOVERED BY THIS OFFICE ON 6 -14 -2011 BEARING A CAP WITH HIS NAME AND CER77nCATE NUMBER. SAID SURVEY ALSO SHOWS A CONCRETE MONUMENT (PRESUMABLY SET BY WARD IN 1963) THAT BEARS EAST 11.8 FEET. 1993 - RONALD L. NESARY, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR SHARIE DEMAY AND RECORDED IT UNDER VOLUME 14 OF SURVEYS, PAGE 161, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY SHOWS THAT THE SOUTH QUARTER CORNER OF SECTION 34 WAS CALCULATED BASED ON A PREVIOUS SURVEY RECORDED UNDER VOLUME 6 OF SURVEYS, PAGE 62, RECORDS OF SAID COUNTY AND STATES 'THE EXACT METHOD USED BY CLARK IS UNCERTAIN BUT THE POS17ION CALCULATED BY HOLDING GLO ANGLE AT 114 CORNER AND PROPORTIONING DISTANCES EAST AND WEST AGREES WITHIN ABOUT 0.3 FT. THE CLARK POSITION HAS BEEN ACCEPTED.' 2005 - KEVIN D. BLUHM, PROFESSIONAL LAND SURVEYOR PERFORMED A SURVEY FOR OLYMPIC RESOURCES MANAGEMENT AND RECORDED IT IN VOLUME 29 OF SURVEYS, PAGE 95, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SAID SURVEY ACCEPTS THE CONCRETE MONUMENT SET BY WARD IN 1963 AND ALSO ACCEPTS MONUMENTS SET BY NESARY IN 1993 BASED ON A CALCULATED QUARTER CORNER THAT DIFFERS FROM THE WARD QUARTER CORNER. NO HISTORY OF THE MONUMENT OR REASON FOR ACCEPTING THE WARD MONUMENT IS CI TED. 2011 - THE POSITION OF ALL THE QUARTER CORNERS CITED ABOVE WERE EVALUATED AND IT WAS DETERMINED THAT THE POSITION THAT MOST CLOSELY F77S THE PROPER POSITION WAS THAT SHOWN ON THE 1993 NESARY SURVEY. SAID CORNER WAS MONUMENTED PER THIS SURVEY USING THE MODIFIED FORM OF SINGLE PROPORT70NATE MEASURE AS DESCRIBED IN SECTION 7 -51 OF THE MANUAL OF SURVEYING INSTRUC77ONS (2009). AUDITOR'S CERTIFICATE FILED FOR RECORD THIS 2 1 DAY OF F660 , 2012 AT 5.51 0 .M. IN BOOK OF SURVEYS AT PAGE 5&U . AT THE REQUEST OF WENGLER SURVEYING AND MAPPING CO. DEPUTY COUNTY-AVOITOR AUDITOR'S FILE NUMBER 5-723 NOTES (CONTINUED) MLA 11 -00184 / SUB 11 -000 10 ALTHOUGH THE POS177ON OF THE SOUTH QUARTER CORNER OF SEC77ON 34 SET BY WARD IN 1963 MAY CONTROL THE BOUNDARIES OF CERTAIN PROPERTIES WITHIN SECTION 3 TO THE SOUTH WHICH RELIED ON SAID MONUMENT, THE ONLY SURVEY THAT USED THIS MONUMENT IN SECTION 34 WAS THE BLUHM SURVEY OF 2005 AND IS BEING REJECTED FOR THIS SURVEY. THE POSITION OF THE MONUMENT AT THE SOUTH QUARTER CORNER OF SECTION 34 ACCEPTED BY SWIFT WAS SET IN GOOD FAITH AND WITHOUT FRAUD AND HAS BEEN USED ON MULTIPLE SURVEYS WITHIN SECTION 34. THE SAME CORNER ESTABLISHED (NOT MONUMENTED) BY NESARY AND CLARK WAS ALSO ESTABLISHED IN GOOD FAITH AND WITHOUT FRAUD AND ALSO USED TO SURVEY PORTIONS OF THE SUBJECT PROPERTY WITHIN SECTION 34. THEREFORE I AM ACCEPTING ALL THE MONUMENTS SET BY BOTH SWIFT AND NESARY THAT WE HAVE RECOVERED AT THE CORNERS OR ALONG THE LINES OF THE SUBJECT PROPERTY AS THE BOUNDARIES OF THE SUBJECT PROPERTY. 7.) THE PURPOSE OF THIS SURVEY IS TO ILLUSTRATE A SEGREGATION FOR THE PURPOSE OF A CONVEYANCE. THIS SEGREGATION EXEMPTION IS ALLOWED UNDER JEFFERSON COUNTY CODE 18.35.040(4), DUE TO ACQUIS177ON OF LAND BY A PUBLIC AGENCY IN FEE SIMPLE. PARCEL B IS TO BE CONVEYED TO A PUBLIC AGENCY. THE LINE SEGREGATING SAID THE SUBJECT PROPERTY INTO TWO PARCELS IS THE LINE OF DEEPEST WATER (THREAD) OF THE DOSEWALLIPS RIVER. THE THREAD IS OFTEN AMBULATORY AND IS OFTEN USED TO DESIGNATE THE DIVISION LINE BETWEEN OPPOSITE UPLAND OWNERS ALTHOUGH THE THREAD CAN BECOME A FIXED BOUNDARY BY AN AVULSIVE ACTION, IT IS THE INTENT OF THIS SURVEY FOR THE BOUNDARY TO CONTINUE TO BE FIXED AS THE THREAD OF THE RIVER AS SAID THREAD MOVES BASED ON ACCRETIONS, EROSIONS OR AVULSIVE ACTIONS IN THE FUTURE 8.) THE OWNERSHIP OF THE BEDS OF THE DOSEWALLIPS RIVER HAS NOT BEEN DETERMINED BY THIS SURVEY. AS OF MARCH OF 2011 THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES HAS NOT PERFORMED AN IN DEPTH ANALYSIS AND INVESTIGATION OF THIS RIVER TO DETERMINE NAVIGABILITY AND THEREFORE THE STATE OF WASHINGTON WILL NOT ASSERT OR DENY OWNERSHIP OF THE BEDS OF SAID RIVER. FOR THE PURPOSE OF SUBDIVIDING THE PROPERTY SHOWN HEREON THE ASSUMP77ON HAS BEEN MADE THAT THE STATE OF WASHINGTON DOES NOT OWN SAID BEDS. 9.) FOR ADJOINING SURVEYS OF RECORD SEE: VOLUME 2 OF SURVEYS, PAGE 188: VOLUME 3 OF SURVEYS, PAGE 123, VOLUME 14 OF SURVEYS, PAGE 161; AND VOLUME 29 OF SURVEYS, PAGE 95, RECORDS OF JEFFERSON COUNTY, WASHINGTON. PRAM Y DEScR 17QUS: DESCRIPTION BEFORE SEGREGATION (PER PARCEL A OF AUDITOR'S FILE NUMBER 535456, RECORDS OF JEFFERSON COUNTY, WASHINGTON. THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. DESCRIPTION OF PARCEL A AFTER SEGREGATION. THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY LYING NORTHERLY AND EASTERLY OF THE THREAD (LINE OF DEEPEST WATER) OF THE DOSEWALLIPS RIVER. THAT PORTION OF THE BOUNDARY COMPRISING SAID THREAD IS TO BE FIXED AT SAID THREAD AS THE SAME MOVES BASED ON ACCRETIONS, EROSIONS OR AVULSIVE ACTIONS. THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF 774E SOUTHEAST QUARTER. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. CONTAINING 9.84 ACRES MORE OR LESS AS OF 5 -31 -2011. SUBJECT TO RIGHTS OF THE STATE OF WASHINGTON IN AND OF THAT PORTION, IF ANY, WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF SAID RIVER. DESCRIP77ON OF PARCEL B AFTER SEGREGA770N. THAT POR7ION OF THE FOLLOWING DESCRIBED PROPERTY LYING SOUTHERLY AND WESTERLY OF THE THREAD (LINE OF DEEPEST WATER) OF THE DOSEWALLIPS RIVER. THAT POR71ON OF THE BOUNDARY COMPRISING SAID THREAD IS TO BE FIXED AT SAID THREAD AS THE SAME MOVES BASED ON ACCRETIONS, EROSIONS OR AVULSIVE ACTIONS THE EAST THREE QUARTERS OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 34, TOWNSHIP 26 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. S17VATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. CONTAINING 13.09 ACRES MORE OR LESS AS OF 5 -31 -2011. SUBJECT TO RIGHTS OF THE STATE OF WASHINGTON IN AND OF 774AT PORTION, IF ANY, WHICH LIES BELOW THE LINE OF ORDINARY HIGH WATER OF SAID RIVER. $.wE�r SURVEYOR'S CERTIFICATE w�Gl 'W��' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY 26304 LAND TRUST IN JUNE, 2011. .. 3T8a$9'. Sly • ............. 9 �L LAlz9 S E G E . L. . 26-3-04 DATE: 2 -22 -2012 SHEET 3 OF 4 S34 T26N R2W NOT TO SCALE 703 EAST EIGHTH STREET SORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wenglersurveying. com 565723 V: 35 P: 501 Pg:4 of 4 SURV 02/29/2012 01:57 PM $143.00 JEFFERSON COUNTY WAT Jefferson County WA Auditor's Office - Donna Eldridge, Auditor mill K U11WOM W;1141.11yM 11111 MLA 11 -00184 / SUB 11 -000 10 JEFFERSON COUNTY APPROVALS: ADMINISTRATOR, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE. COUNTY 7REASURER'S CERTIFICATE; ALL TAXES AND ANY DELINQUENT ASSESSMENTS FOR WHICH THIS LAND WITHIN THIS DIVISION MAY BE LIABLE HAVE BEEN DULY PAID AS REQUIRED BY CHAPTER 58.08.040 R.C.W. COUNTY TREASURER a 41 gZqo DATE. COUNTY ASSESSOR'S APPROVAL; EXAMINED AND APPROVED THIS DAY OF 2012 D- , n , „ It r, COUNTY ASSESSOR DECLARA TION: I. THE UNDERSIGNED, OWNER OF THE LAND HEREBY SURVEYED, DECLARE THE PARCELS SHOWN HEREON TO BE CREATED BY MY OWN FREE WILL AND CONSENT. I HEREBY ACCEPT ALL RESPONSIBILITY FOR CLAIMS AND DAMAGES WHICH MAY BE OCCASIONED TO ANY OTHER LAND OR PERSONS BY ACTIONS OF SAID OWNER AUTHORIZED BY THE COUNTY IN RELATION TO THIS LOT CERTIFICATION. UERLA G COONE ACKNOWLEDGMENT: STATE OF WASHINGTON COUNTY OF CLALLAM 1 CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT UERLA G. COONE IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED. 2 -ZZ- zo/L Ve.-cm. 9--n /-- J J S WENGLER, NOTAR UBLIC APPOINTMENT EXPIRES. 11 -1 -2014 Funim W&Wornamam =- FILED FOR RECORD THIS DAY OF F�b , 2012 AT rT P .M. IN BOOK &— OF SURVEYS AT PAGE AT THE REQUEST OF WENGLER SURVEYING AND Aa11PING CO. DEPUTY COUNT"UDITOR AUDITOR'S FILE NUMBER L 10 0%111111// /// Vii ENO � •. � c�tON F '•. \�•'� �i rp ? 1 PU'Bk -\C' o s R wEN� SURVEYOR'S CERTIFICATE Jo THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDO MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE . SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY 28304 LAND TRUST IN JUNE, 2011. 10 s .:t >� Aa�.- Z- !yEs ER, FLY 263N DATE: 2 -22 -2012 a SHEET 4 OF 4 S34 T26N R2 NOT TO SCALE I /�h (� l _ J_ l� � l l� 1 / � �l� (, �.� 1 J •1 J.�J.�ll� (� ((h. 703 EAST EIGHTH STREET DORT ANGELES, WASHINGTON 98362 (360) 457-9600 FAX (360) 457-9556 www. wenglersurveying. com