Inside Oregon Enterprises, Engineering Support Unit 11/29/2018 vector digital data withheld Parcels WhiteShield, Inc Taxlot Parcel boundaries for Mason County. This dataset has multiple originators. The WhoCreated attribute field specifies the originator. For parcels with the ESU attribute, please refer to the parts of this metadata file specific to Inside Oregon Enterprises, Engineering Support Unit. For parcels with the Whiteshield attribute, please refer to the parts of this metadata file specific to WhiteShield, Inc. To depict taxlot parcel boundaries for Mason County en 11/29/2018 publication date In work Weekly -123.524329 -122.782660 47.614640 47.074656 894358.310995 1071904.059577 649178.378598 840283.687660 parcel taxlot Mason County none none physical address

100 W Public Works Dr

Shelton WA 98584 USA (360) 427-9670 M-F 8:00 - 16:30 PST Mason County GIS Department ESRI ArcCatalog 9.3.1.1850 Shapefile Inside Oregon Enterprises, Engineering Support Unit followed the Oregon Department of Revenue Standard for Digital Cadastral Maps. The ORMAP Goal 4 accuracy determination is generally in line with the National Map Accuracy Standards. "If conflicts exist between taxlot locations based on legal description, the legal description location takes priority over edge-match resolution. These four determineation need to be used together in order to achieve ORMAP Goal 4 accuracies as errors greater than our target could occur if used individually." 1) Accuracy of the Geometry Check to see that measured distances are within two percent of what is shown on the map. For example: A taxlot line is supposed to have a distance of 100 feet on an assessor's map with a scale of 1"=100'. When the digital version of that same feature is checked for length it can measure from 98' to 102'. Whether it's longer or shorter, it's within 2% of the deed or survey length. This determination should be done to a sampling of features located in each map. Using this rule, acceptable error ranges and sample numbers are described in the values: 2) Accuracy of the Location: If the geometry checks out, then it is time to confirm the location of taxlot features and polygons. Using the two percent amounts above, the taxlot corners can be checked against any control points that relate to features on the assessor's map. For example: If there is a taxlot polygon on a 1"=100' assessor's map and you know the taxlot corner should coincide with a section corner and a surveyor has provided a GPS derived coordinate for that corner. That taxlot corner can be up to 2 feet away from that control point. So in other words, it can be any where within an imaginary circle that has a radius of 2 feet from the control point and still be a Goal 4 taxlot. If you are able to confirm this accuracy relative to known corner coordinates on four or more corners used in constructing the taxlots on the map, you can be assured of having an ORMAP Goal 4 map. 3) Feature Area: The taxlot acres as calculated by mapping software should be within a certain percent of the assessment acres. Differences in this area greater than the percentage should be researched and corrected, or flagged to indicate a large discrepancy. The percentages depend on map type or map scale. 4) Edge matching: Gaps and overlaps need to be eliminated or documented as unresolved within and across county boundaries in the state. Features will be contiguous across map boundaries or documented as unresolved within and across county boundaries in the state. WhiteShield, Inc constructed parcels and right-of-way using survey coordinate geometry (COGO) techniques to an accuracy of +/- 1 foot. Urban Acceptable Feature Error Percentage = 2% Acceptable Error Distance = 1'=100' +/- 2 feet Minimum recommended features to check per map area = 10 Urban Growth Acceptable Feature Error Percentage = 2% Acceptablel Error Distance = 1'=200' +/-5' Minimum recommended features to check per map area = 10 Rural/Farmland Acceptable Feature Error Percentage = 2% Acceptable Error Distance = 1"=400' +/- 8 feet Minimum recommended features to check per map area = 4 Resource Acceptable Feature Error Percentage = 2% Acceptable Error Distance = 1"=2000' +/- 40 feet Minimum recommeded features to check per map area = 4 Oregon Correction Enterprises (OCE) was contracted by Mason County to provide parcel mapping services. In parcel creation OCE was to conform fully to "The Oregon Department of Revenue Standards for Digital Cadastral Maps, July 1, 1996", to achieve "Oregon Cadastral Data Content Standard" Goal 4 accuracy standard as defined in ORMAP Goal 4 Technical Specifications, March 2005, and to follow the general guidelines found in the OCE Engineering Support Unit (ESU) "Goal 4 Mapping Methodolgy" Draft June 10, 2005, as follows: 1. Project Planning and Data Organization Phase: Contact and communicate with Mason County to assess needs and requirements for project. Acquire image and project data from client, including all county records of plat maps, asssessor maps, boundary line adjustments, short plats, record of survey maps, and survey maps. Organize crew and assign tasks for data organization and project efficiency. 2. Data Evaluation and Initial Project Setup: Evaluate Control points and other relevant data from client to determine usefulness and accuracy. Print and organize surveys and necessary project data. Create control point and other relevant project files. 3. Line Work: In Bentley Microstation use COGO techniques to digitally capture the courses and angles of surveyed plats, partition plats and record of surveys to create taxlots and other necessary linework as .dgn files. Digitize streams, private roads and other non-surveyed data as pre client's requirements. QC of cogo'ed plats and surveys. Merge individual cogo files to create master file and edge match. Convert master file to ESRI shapefile format. 4. Annotation: Annotate taxlots master file as per Mason County's specifications. QC of annotation. 5.Plotting and Quality Control: Plot individual Microstation .dgn check plots by section. QC plots and make corrections to master file. Re-plot and send to Mason County for QC. 6. Final Correction and Delivery: Make corrections based on Mason County's input. Final QC of master file. Deliver master ESRI shapefile, and Microstation .dgn files per township. During the course of parcel creation OCE deliverd to Mason County a Problem Identification Resolution Form (PIRF) in Excel ® format to track OCE/Customer mapping issues as they arose in the course of mapping. The PIRF form was a chronological listing of mapping issues as they arose, the geographic location of the problem and the mapping issue, as well as the resolution. All PIRFs are recorded in the metadata as the following process steps. Not complete Chris Schaefer Oregon Correction Enterprises, Engineering Support Services GIS Manager mailing address

3405 Deer Park Dr. SE

P.O. Box 12849

Salem OR 97310 USA 503-378-4605 Problem Identification Resolution Form Problem #1 Problem Date: 7/20/05 Problem: Survey Vol. 1 Pg.241 TIF# 1370231 and Short plat 2289 TIF# 563396 lists the distance from the N 1/4 of Sec 36 to the Northern boundary of lot "G" as being 1319.41'. Survey Vol. 10 Pg 24 AFN# 412730 TIF# 1671486 and survey Vol 27 Pg, 28 AFN# 1739656 TIF# 1741377 show the distance from the N 1/4 36 to the southern boundary of the most Souhtwestern lot as being 1330.20'. If these lines represent the same boundary, then there is gap of 10.79'. Please define which line is the correct boundary and what to do with apparent gap. Resolution: The apparent overlap appears to involve the calcuated location of the southeast section corner of Sec !@, Twp 23N, Rge 3W. Pursuant to a Record of Survey recorded at AF#626728, vol21, pg28, dated May 9, 1996, by Michael J. Rembert (hereafter known as Survey 1), and a Record of Survey recorded at AF#626113, vol 21, pg 18, dated April 29, 1996, by Harry F. Rydell (hereafter known as Survey 2). Both Surveys rely on the west quater corner of section 7, to the north, and the west quarter corner of section 18, to the south. Both Surveys agree on the west quarter corner of section 7. However, there is a 49.9 foot difference in the poistion of the west quarter corner of section 18. Background history of said quarter corner position is as follows: Survey 1 is relying on an unknown origin pipe call, with unsubstantiated original General Land Office (GLO) bearing tree evidence and a parol statement by Henry Breummer, an affidavit of which is recorded at AF#626727. I could not get in contact with Michael Rembert. Survey 2 is based on finding remains of two original GLO bearing trees. I spoke with Harry Rydell and obtained the following: Harry tried to speak with Michael Rembert to discuss findings; however Michael would not return any calls. Harry also felt the bearing tree evidence was very compelling and being able to prove Survey 1's findings, held found evidence. After reviewing both surveys, including review of the parol evidence, speaking with Harry Rydell and obtaining the original GLO notes establishing the township line between sections 13 and 18, and section 12 and 7, it is my opinion that the positions for the west quarter corner and the northwest section corner of section 18 (also being the southeast section corner for section 12) are to be derived by the evidence and data found on Survey 2 by Harry Rydell; and therefore, the resolution to PIRF# is to hold the southeast section corner of section 12 as shown on the Record of Survey recorded at AF#1719072; said section corner is in agreement with Survey 2. Futhermore, it is my opinion to disregard the position for the southeast section corner of section 12 and the west quarter corner of section 18 pursuant to Survey 1. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date resolved: 10/25/05 10/25/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #2 Problem Date: 8/18/05 Problem: There is a possible double posting along the boundary between 23N 3W 11 & 23N 3W 14.There is a sliver that exists between the following points #9656,#9657,#9655, and #940 (please refer to the attached image "23N3W14".pdf). See image vol 17 Pg 104 (not Vol 7 Pg 104 as shown on the attached image), and Tiff number 231581, and image Vol. 1 Pg 39 Tif nunber 1670034. These are the surveys that refer to this area. Resoulution: The apparent gap appears to involve the position of the section line between section 11 and 14 of Twp 23N, Rge 3W. Pursuant to a Survey recorded at vol 1, pg. 39 & 40 dataed January 8, 1974, by Patrick J. Bryne (hereafter known as Survey 1); and a Survey at AF#552697. vol. 17, pg 104, dated October 5, 1992, by Merle B. Lindgren (hereafter known as Survey 2) Background history between these two surveys is as Follows: Survey 1, finds the northeast and southeast section corners, of section 11, and holds found positions. Survey 2, finds the same northeast section corner and holds that position; however survey 2 calculates the southeast section corner, pursuant to a 1975 DNR survey, found at DNR map #208, and holds this position. Survey 2 also finds other DNR postions, shown on said 1975 survey, to substantiate the calculated position. After reviewing both surveys, the DNR 1975 survey and DNR replacement and recovery notes. It is clear that the southeast section corner, of section 11, was at the wrong position at the time of Survey 1 and the DNR survey of 1975 reset seaid section corner to the correct location. Therefore it is my opinion that the section line between sections 11 and 14 should be based on Survey 2's data which coincides with the DNR 1975 Survey. Furthermore, based on these results it is my opinion that the east quarter corner, the south quarter corner, the southwest meander corner and other sixteenth positions, of section 11, set during Survey 1 are also incorrect and should not be held for position. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in th future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/04/05 11/04/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #3 Problem Date: 8/19/05 Problem: Plat Vol 10 Pg 130 tif # 1671591 measures the angle at the SE corner (control point #774) as being 88-33-28. Tif image 1671194 Vol 8 Pg 62 plats measure this same angle at less than 2 degree greater. This creates a sliver up to 38 ' along the southern or eastern boundary of 09SE depending upon which section line the plat is rotated or held to. Plat Vol 10 Pg 130 defines only the eastern boundary as a section line. This section is define as urban +-2'. Please advise how to solve this problem and consequently new edgematching problems with surrounding plats. Please see the attached image "23N1W09".pdf. Resolution: After reviewing a number of surveys, regarding the east and south lines of section 9, Township 23 North, Range 1 West. It became apparent that the found 3/4" iron pipe at the southwest corner of lot 5, shown on both the Large Lost Survey at vol. 8, pg. 62, and the Amendement Large Lost Surveys at vol. 10, pg. 130, can not be supported or verified as being on the south line between the southeast section corner and the south quarter corner of section 9. Therefore, without evidence supporting said southwest corner, it is my opinion that the south line of said section 9 should be based on holding the southeast section corner to the south quarter as shown by monumnetation on vol. 18, pg. 3. Many of the surveys reviewed indicate found physical monumentation at these positions, with minor separation. I didn not find any evidence by others holdign the said found 3/4" iron pipe, referenced on the Large Lot Surveys. No actual field review was performend in determininig my opinion. I further reserve the right to modify my opinion in the future based on any addtional evidence that my be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/16/05 11/16/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #4 Problem Date:8/25 /05 Problem: There is documented encrochment on southern boundary of lots 21 & 22 from tif image # 1670388 Vol 2 P 149 and lots 31-35 of Beards Cove No5. Tif image # 1672047 Vol 8 Pg 113 Please advise. Resolution: The apparent overlay in section 30, Township 23 N, Range 1 W, between the plat of "Beards Cove No. 5" recorded at vol. 8, pgs 113 thru 116 (hereafter known as Survey 1) and a plat of "Belfair Manor" by Theodore A. Johnson recorded at vol. 2, pgs 149 thru 151 (hereafter known as Survey 2) can be explained by the notes and by holding the section subdivision of a survey commissioned by the State of Washington Department of Natural Resouces recorded at vol. 1, pgs 155 & 156, under auditiors file numbe 445170 and dated October 1, 1985 (hereafter known as DNR survey). Background history between these surveys is as follows: Survey 1, appears to accept and hold several unsubstantiated section subdivision monuments. Survey 2, accepts a mixture of DNR monumnets, positions based on Survey 1 and on substantiated evidence. It is therefore my opinion that said section 30's section subdivision should be based on the DNR survey, and that the north boundary of "Beards Cove No. 5", as described, should be limited to east-west center section line thereof. This position substantiates the section subdivision only and does not add to, nor take away from, any current or future adverse possission claims. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/21/05 11/21/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #5 Problem Date:10/17/05 Problem: There is a double posting of control points at the NE 4 22-3-14.( Point # 967 & Point # 968. Both listed as monuments, not cogoed). This is documented on survey # 1725305 Vol. 26 Pg 85. This in turn creates an overlap at the N 4 of this section, which effects the plats of Maggie Lake No.'s 2 & 3. Survey's 1672368 Vol.5 Pg.38- 40, and 1672378 Vol. 5 Pg. 55-56. Please define the correct control point to hold and a resoultion for the overlap along the 1/4 section line that is also a part of the said subdivisions. Resolution: The apparent overlap in section 14, Township 22 N, Range 3 W, between the plat of "Maggie Lake Addition No. 2", recorded at vol. 5, pgs. 38 thru 40 (hereafter known as Survey 1), the plat of "Maggie Lake Additon No 3", recorded at vol. 5, pgs 55 and 56 (hereafter known as Survey 2) and a Record of Survey by Bluhm Associates recorded at vol. 26, pg 85, at Auditor's file number 1724178 (hereafter know as Survey 3) is puruant to several found, and held positons, associated with the northeast section corner of said section 14. Refer to a Record of Survey by Frederick A, Kegel recorded at vol. 23, pgs 121 and 122, Auditor's file number 665358 (hereafter known as Survey 4), showing three positions found on the ground. These threee position have been held by different surveyors thoughout the years, resulting in either a gap or an overlay. Background history between these surveys is as follows: Survey 1 & 2, appear to hold the norhteast coner of seciton 14 at or near the found car axle as noted on Survey 4. Survey 3, is holding the norhteast corner of secion 14 pursuant to a rebar set by Richard B. Norris as shown on a Record of Survey recorded at vol. 20, pg. 164, at Auditor's file number 617101. This survey makes note of four possible BT's. However, it appears that Norris is finding a pattern that best matches the original GLO BT's. This position is also noted on Survey 4. Survey 4, shows the three accepted positions for the northeast section corner of section 14. This survey makes note to "amend &replaces" an earlier survey by Kegel and further notes a decision by superior court cause number 95-2-00179-1, recorded at Auditor's file number 659995. This survey is holding the hub and tack as the accepted position. Said hub and tack was set per a Record of Survey by Michael N. Sprouffske recorded at book 22, pg. 229, Auditor's file number 653851 (hereafter known as Survey 5). Survey 5, sets a hub and tack at the northeast section corner of section 14. This survey also makes reference to the other accepted section corners, as found in a detail thereon. However this survey, unlike other surveys noted herein, makes a very compelling claim to the evidence of an original BT. Based on the evidence of an original BT, it is therefore my opinion that said section 14's section subdivision should be based on accepting the northeast section corner per Survey 5; hub and tack. The north line, of the northeast quarter, of section 14 should be defined by a line between said hub and tack to and an undisputed north quarter corner of section 14. Said quarter corner is per a DNR survey by J.W. Glidden, map number 189, dated May 1973. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgements or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean Ripley, PLS # 41296 Date Resolved: 12/05/05 12/05/05 Scean A. Ripley, PLS #41296 Parmetrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #6 Problem Date:10/20/05 Problem: There is a large discrepancy for the section line between sections 14 & 15 of 23N 2W. Tif # 177927 Vol 14 Pg. 64 shows this double line posting but does not define the true section line. Tif # 208 (Also refered to as map 208) does not show the double posting. I believe that Whiteshield used map 208 to establish it's cogoed control points for this section. I held these points form map 208 and was able to obtain closure errors of less than 0.79' at all points. Holding the control point # 9658 (the cogoed East 1/4 corner of section 15) as a common point between these two surveys, I was able to tie them together and reproduce the double posting of points and the section lines. Please define the correct boundary to hold as the common section line between these two sections, and what to do with the over lap or gap created by this double section line. There is an attched PDF (23N3w14_15_RW) of my work to show these errors. Resolution: The large separation associated with the east line of a portion of Section 15, and the west line of Section 14, Township 23 N, Range 3 W, is shown on a Record of Survey by Merle B. Lindgren recorded at Vol. 14, Pg. 64, at Auditor's file number 499971. Said Record of Survey further makes note "excepting...that portion lying east of the north-south section line established by the State of Washington Department of Natural Resources...". The DNR has had a long understanding and history of section subdivision restoration, where Rodger D, Lovitt does not have a solid reputation in this area. Therefore it is my opinion that the east line of said Section 15 and the west line of said Section 14, north of a line tree as shown on DNR Map 208, Page 2 of 3, should be based on holding the DNR Map 208. The north-south line defined by Roger D. Lovitt as noted on said Record of Survey should not be held. This opinion substantiates the section subdivision baced on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgement or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/06/05 12/06/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey Wa 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #7 Problem Date:10/21/05 Problem: There is 40' +/- gap between the plat tif# 1672425 and shortplats 104,30, and 105 when these plats are held to the estblished control points. #973 and #9688. Please verify the correct placement of these plats and a resolution for the gap that is created. There is a PDF (22N3W19_Gap_question) of my work to show this error and further explain the problem. Resolution: The gap indicated in the "Problem Description" associated with PIRF #7 in Section 19, Township 22 N, Range 3 W, between the Short Plat 104, dated Dec. 5, 1974, recorded at Auditor's File #295761 and the Short Plat 105, dated Dec. 30, 1974, recorded at Auditor's File #296038 can be eliminated by correctly positioning the Plat of "Sportsmen's Waterfront Tracts at Bald Point" dated June 1938, Vol 4, Pg. 14, based on the subdivision breakdown for said Section 19 as shown on a DNR Map 281, dated July 1977. The property description of said "Sportsment's Waterfront Tracts at Bald Point" includes all of Gov't Lots 1 and 2. Noting that the original plat for "Sportsment's Waterfront Tracts at Bald Point" indicates the distance between the south quarter corner and the center of the section as 2,585.45 feet; where the DNR Map 281 indicates this same line as 2,622.74 feet. Also noting a measured distance between the south quarter corner and the original 1 1/2" iron pipe at the northeast corner of "Sportsmen's Waterfront Tracts at Bald Point" Plat, as shown on a Record of Survey by Frederick Kegel, dated March 14, 1994, Vol. 18, Pg. 174, recorded at Auditor's File #583999, as 2,578.32 feet. Therefore the record discrepancy between the original "Sportsmen's Waterfront Tracts at Bald Point" and the DNR would work out to be 44.42 feet, plus or minus. Once the lots and exterior boundary of "Sportmen's Waterfront Tracts at Bald Point" has been proportioned to hold the DNR section breakdown the Plat of "Bald Point Aerie", Vol. 6, Pgs. 25 & 26, recorded at Auditor's File #1672425, can be placed so that the south line thereof coincides with north line of said "Sportsmen's Waterfront Tracts at Bald Point". Then holding the north line of "Bald Point Aerie" as the south line of said Short Plat 105 all fits relatively well. Therefore is is my opinion that the section subdiivision breakdown shown on the Plat of "Sportsmen's Waterfront Tracts at Bald Point" is not correct. I believe the correct section subdivision breakdown should be based on the DNR Map 281; and along with the above described proportioning between the south quarter corner and the center of section the gap referenced in PIRF#7 will be resolved. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future abverse possession claims, court judgements or binding agreements that may be, or may not be, of record. Not actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/21/05 12/21/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #8 Problem Date: 11/16/05 Problem: Survey Vol. 1 Pg.241 TIF# 1370231 and Short plat 2289 TIF# 563396 list the distance from the N 1/4 of Sec 36 to the Northern boundary of lot "G" as being 1319.41'. Survey Vol. 10 Pg 24 AFN# 412730 TIF# 1671486 and survey Vol 27 Pg, 28 AFN# 1739656 TIF# 1741377 show the distance from the N 1/4 36 to the southern boundary of the most Souhtwestern lot as being 1330.20'. If these lines represent the same boundary, then there is gap of 10.79'. Please define wich line is the correct boundary and what to do with apparent gap. Resolution: The gap indicated in the "Problem Description" associated with PIRF#8 in Section 25, Township 21 N, Range 2 W, between the Large Lot Subdivision for Harstine Heights Vol. 1, Pg. 241, recorded at Auditor's File #307969 (hereafter known as Survey 1) and a Record of Survey Vol. 27, Pg. 28, recorded at Auditor's File #1739656 (hereafter known as Survey 2) can be explained by the breakdown of the section subdivision for these surveys. Background history between these surveys is as follows: Survey 1, appears to accept and hold the west line of section 25 based on two found monuments, Survey 1, further appears to accept and hold the center section line between two found monuments, one being the south quarter corner and the other being the center south sixteenth of section 25. Note that the Short Plat #2284 by Richard B. Norris, dated April 21, 1993 finds nad holds monumentation set based on Survey 1, and does not breakdown the section subdivision; therefore said Short Plat agrees with Survey 1; also note that Survey 2 was prepared by Richard B. Norris, however, this survey does indicate a section subdivision breakdown and also indicates a gap at the south sixteenth line. Survey 2, makes reference to a Record of Survey Vol. 17, Pg. 233, recorded at Auditor's File #568969 and is holding the section subdivision breakdown found thereon. Said Record of Survey shows monuments found and a complete breakdown of the section subdivision. Survay 2 notes the gap as indicated in the "Problem Description" associated with PIRF#8. Therefore, after reviewing many surveys in this area, it is my opinion that the section subdivision breakdown shown on the Record of Survey Vol. 17, Pg. 233, recorded at Auditor's File #568969, and accepted by Survey 2, is correct. Further, I did not find any evidence to support holding the center south sixteenth monument shown on Survey 1. I recommend that the north line of tracts D, E, F, G, H, and J, as shown on Survey 1, be moved to coincide with the section subdivision pursuant to Survey 2; thereby eliminating any gap. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgments or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 1/19/06 1/19/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #9 Problem Date: 12/02/05 Problem: Survey Vol. 2 Pg. 75 (TIf # 1670314) and Vol. 3 Pg. 134 ( Tif # 1670516) when combined show the entire section line between 21N 2W 35 and 20N 2W 02 as having a deflection at the N 1/4 of Sec 2. However Survey Vol. 9 Pg, 168 (Tif #1671464) shows this line as be a consistant bearing between these two sections. As a result there is a 12.32' overlap at the N 1/4 of section 2. Please define which line to hold and what survey should be used to establish the section and 1/4 corners. There is aPDF of this problem attached. Resolution: The overlap indicated in the "Problem Description" associated with PIRF#9 with regards to the north line of Section 2, Township 20 N, Range 2 W and the south line of Section 35, Township 21 N, Range 2W, said lines being between the two Plats by Robert J. Fox, Vol. 2, Pg. 75 recorded at Auditor's File #319180 & Vol. 3, Pg. 134 recorded at Auditor's File #340133 and the Record of Survey by Gordon H. Grayum Vol. 9, Pg. 168 recorded at Auditor's File #409450 can be explained by an incorrect setting and placement of the north line of Section 2, Township 20 N, Range 2 W, by Gordon H. Grayum. After reviewing several surveys in this area, I find that the north line of Section 2, Township 20 N, Range 2 W, by Gordon H. Grayum Vol. 9, Pg. 168 recorded at Auditor's File #409450 is incorrect and not based on accepted survey practices. Further, the south line of Section 35, Township 21 N, Range 2 W, as shown on the two Plats by Robert J. Fox, Vol. 2, Pg. 75 recorded at Auditor's File #319180 & Vol. 3, Pg. 134 recorded at Auditor's File #340133, should be held and that there is no overlap or gap between these two sections. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgments or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 1/20/06 1/20/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #10 Problem Date: 01/04/06 Problem: Survey Vol. 17 Pg. 176 Defines the SW corner of the D Stoehr (Tax lot # 40 00000) lot as being 1179.36 'North from the N 1/4 of sec 25 on line with the Qtr Sec line.. This also establishes the northern boundary of State Route 108. Survey Vol. 23 Pg. 117-118 defines the northern ROW of State Route 108 where it intersects the Qtr sec line as being 1185.43' North from the 1/4 of Sec 25. This creates a gap of 6.07' between these two points.Please advise / define the ROW position and the width of the ROW on the East and the West side of the Qtr Sec line and the possible encrochment of tax lot 40 00000 into the ROW. Resolution: As noted in the PIRF "Problem Description" the root of this issue is the location of the Right-of-Way for SR 108. I have reviewed many surveys in this section, reviewed the Right-of-Way plans for SR 108 and talked to Steve Palmen WSDOT PLS over Right-of-Ways. Based on my review, of these documents, and the discussions with Steve Palmen, I find the Right-of-Way location of SR 108 is most likely to be pursuant to the Record of Survey by Richard B. Norris Vol. 17, Pg. 176 recorded at Auditor's File #560943. This opinion substantiates the Right-of-Way location of SR 108 within the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgements or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 01/26/06 01/26/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #11 Problem Date: 05/31/06 Problem: There is 730' M\L descrepancy betweeen the provided and the calculated coordinates of GPS# 1544. Calculations were based on surveys Vol. 7 Pg. 40 and Vol. 7 Pg. 13, and GPS points 1234,1241,1540, and 1541. Please advise. Resolution: Coordinates Recalculated and Re Placed by Alan Duback, Mason County Resolution Date: 06/27/06 06/27/06 Alan Duback Mason County Public Works Land Surveyor mailing and physical address

415 N. Sixth St.;P.O. Box 1850

Shelton WA 98584 USA 360-247-9670 Problem Identification Resolution Form Problem #12 Problem Date: 06/02/06 Problem: The distance in the straight bearing along the ROW between Lots 32 & 42 according to survey Vol. 4 pg. 26 (503.69') and engineer survey 101-307 for SR 101 (534.90') is grosely different. Survey 101-307 was used due to the closure error being within tolerance where Vol. 4 Pg. 26 does not close to the Whiteshield points adequately. The ROW between lots 32 & 42 should be re-surveyed at centerline or ROW to determine the actual length to use. Please advise. Resolution: I have reviewed the "Potlatch Beach Tracts", Vol. 4, Pg. 26 and WSDOT Right-Of-Way plans 101-371 & 101-372 and I found that there may be more of a difference between these documents then that indicated in the "Problem Description". Based on my review of these documents I was unable to figure out the root cause of these differences. However, it is my opinion that the WSDOT Right-Of-Way plans, done in 1927 and updated throughout the years, should be held as the actual Right-Of-Way for Olympic Highway (A.K.A. SR-101); and that said "Potlatch Beach Tracts" map indicates the property description to be, "...all upland and all tidelands in front thereof in Government Lots 1-2-3 and 4 in said Section 23, Township 22 North, Range 4 West, W.M. lying east of the east boundary of Olympic Highway". This would mean that when actual surveys are preformed, on the ground, in this area there may be a need to proposition the plated lots. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 09/14/06 09/14/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #13 Problem Date: 06/09/06 Problem: There is a 14.49' difference in the centerline of Shelton-Matlock Road between several surveys. There is also a difference in radius as the engineering survey (tiff # 2040042) has a radius of 920' and the other surveys in section 27 show a radius of 995'.We would like to use the engineer survey which goes through seven sections, and most surveys hold to it. Please advise as to what you would prefer us to do. (see Shelton-MatlockRD.PDF) Resolution: Based on record research and a subsequent review of said records I do not find any record discrepancy associated with the right-of-way and adjacent properties, because I believe the 14.49 foot centerline difference and radius issues, noted in the PIRF "Problem Description", can be explained by the following: Surveys performed prior to 1987 held the existing physical centerline of the paved road and the right-of-way line was placed 30 feet each side thereof. In 1987 Mason County completed and acquired right-of-way based on County Road Project No. C.R.P. 1042, associated with Shelton-Matlock-Brady Road. The surveys referenced in the PIRF "Shelton-MatlockRD.PDF" were done prior to the acquisition of right-of-way pursuant to said County Road Project. Refer to the following warranty deeds from property owners to Mason County: AFN478168, AFN478169 & AFN479544. Therefore it is my opinion that the right-of-way limits for properties adjacent to said County Road Project should be based upon recorded acquisition documents. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 07/31/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #14 Problem Date: 06/11/06 Problem: Survey Vol. 6 Pg. 168 shows the western boundaries of the tax lots being defined by the thread of the Middle Fork satsop River. This is 1967 survey. When compared to current Ortho Photos there is an approximate 200' +/- shift in the river to the east. Following the intent of the survey to hold to the thread of the river as the defining boundary of these lots, causes some lots to be drastically altered. Please advise as to how this should be resolved and if there is a particular method of resolution that we should use. (i.e. Concave, Convex or Straight adjustment of the tax lot boundary concerning the river thread). Resolution: As noted in the PIRF "Problem Description" the root of this issue is the location of West Middle Fork Satsop River (Formerly known as Decker Creek). There are a couple key unanswered questions that prevent me from deriving at an opinion that has any standing or strength. Questions: 1) Is West Middle Fork Satsop River navigable? If navigable the property boundaries would stop at the ordinary high water mark of the existing or historical river location. To determine navigability an assesment from the DNR would need t obe preformed and presented before the courts for an official and legal ruling. 2) Was the shift in location sudden or did it occur over time? This would determine whether the plat geometry or actual location of the river should be held. To answer this, a history study would need to be reviewed (parol evidence of property owners and those that would have historical memories or evidence of the area, a review of aerial photos over hte past years, etc...). Based on my review, of survey records in this section, discussions with title examiners, a discussion with Justin Hold, of the aquatics department at the DNR, and along with the answering of the two questions defined above, I find that an accurate opinion and resolution can not be made at this time. If in the future the above defined questions are satisfied an opinion could be presented. For the County's GIS you might want to hold the record data and note that riparian issues need to be resolved prior to an accurate boundary resolution in this area. Scean A. Ripley, PLS #41296 Date Resolved: 07/27/06 Resolution #2: As noted in the PIRF "Problem Description" the root of this issue is the location of West Middle Fork Satsop River (Formerly known as Decker Creek). This is an update review and opinion from the original dated 07/27/06. Please disregard that narrative and update based on this opinion. Based on my review, of survey records in this section, discussions with title examiners, a discussion with Justin Holt, of the aquatics department at the DNR, and review of 1991 and 2005 ortho photos of the area, I find that West Middle Fork Satsop River has not moved significantly. The photos show a very well established channel for the river and indicate no major shift. I also found that the alignment of the river as provided by Mason county GIS does not represent the actual location of the river in this area. Therefore it is my opinion that the Survey recorded at Vol. 6, Pg 168 is relatively accurate to the river location and should be held. It should be noted that the properties of said Survey are based on the physical location of the river and no field effort was performed during my investigation. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 07/31/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #15 Problem Date: 06/13/06 Problem: Discrepancy between south line of NW 1/4, SW 1/4 Vol. 21 Pg. 235 and north line of SW 1/4, SW 1/4 Vol. 8 Pg. 26 creates a sliver of land. Please advise. Resolution: After review of the researched documents, the position for the southeast corner of the northwest 1/4 of the southwest 1/4 (corner D) of section 34, as shown on the record of survey filed under volume 21, page 235 is the more correct position for the corner. Before accepting this position, it should be noted that the Bureau of land Management (BLM) has performed a dependent resurvey in several sections of this township from 1993 through 1995. My professional opinion is that the BLM plats for the section(s) included in this dependent resurvey be used to establish the corners for the Mason County GIS. The attachment t220n040w-005.jpg shows the plat for the dependent resurvey dated 16 June 1997. I have transcribed the BLM historical background for the dependent resurvey and I have attached copies of the original BLM notes and plats to supplement my finding. TRANSCRIPTION FROM THE BLM FIELD NOTES OF THE DEPENDENT RESURVEY OF PORTIONS OF THE SOUTH BOUNDARY, SUBDIVISIONAL LINES, AND SUBDIVISION OF SECTION LINES OF SECTIONS 34 AND 35, ADJUSTED RECORD MEANDERS OF THE WESTERLY SHORE OF HOOD CANAL IN SECTION 35, THE SURVEY OF THE NORTH HALF MILE OF THE LINE BETWEEN SECTIONS 34 AND 35 AND A LOT LINE IN SECTION 35, THE SUBDIVISION OF SECTIONS 27 AND 34 AND METES-AND-BOUNDS SURVEY IN SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 WEST, W.M. THE HISTORY OF PRIOR SURVEYS WHICH PERTAIN TO THIS SURVEY IS AS FOLLOWS: IN 1861, NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, SURVEYED THE SOUTH BOUNDARY. IN 1873, WILLIAM JAMESON, U.S. DEPUTY SURVEYOR, SURVEYED THE NORTH AND WEST BOUNDARIES, SUBDIVISIONAL LINES AND MEANDERS OF HOOD CANAL. IN 1873, THOMAS M. REED, U.S. DEPUTY SURVEYOR, RESURVEYED A PORTION OF THE SOUTH BOUNDARY AND MEANDERS OF HOOD CANAL, AND SUBDIVIDED SECTIONS 34 AND 35. IN 1987-88 MARK D. DIXON, DANIEL E. WELLER, AND RICHARD L. JOHNSON, CADASTRAL SURVEYORS RESURVEYED PORTIONS OF THE SUBDIVISIONAL LINES AND SUBDIVIDED SECTION 3, T. 21 N. R. 4 W. IN 1990-1993 DANIEL E. WELLER, CADASTRAL SURVEYOR, RESURVEYED PORTIONS OF THE SUBDIVISION-OF-SECTION LINES OF SECTIONS 34 AND 35, ADJUSTED THE RECORD MEANDERS OF HOOD CANAL IN SECTION 35, SURVEYED THE SOUTH ONE-HALF MILE BETWEEN SECTIONS 34 AND 35, AND SUBDIVIDED SECTION 35. IN 1990-1993 DANIEL E. WELLER AND RICHARD R SHATTO, CADASTRAL SURVEYORS RESURVEYED A PORTION OF THE NORTH BOUNDARY, SUBDIVISIONAL LINES, AND SUBDIVISION-OF-SECTION LINES AND SUBDIVIDED SECTIONS 1, 2, AND 11, T.21 N., R. 4 W. THE RECORD OF THE REED SURVEY ESTABLISHES THE FACT THE HE WAS CONDUCTING A NEW SURVEY OF THE SKOKOMISH INDIAN RESERVATION. REED MAKES NO MENTION OF THE JAMESON SURVEY OR THE CORNERS THAT JAMESON PREVIOUSLY SET. BASED ON THESE FACTS, IT WAS DETERMINED THAT THE REED SURVEY SUPERSEDED THE JAMESON SURVEY WHERE APPLICABLE. As shown above, the BLM accepted the Reed survey and remonumented, restored, or reestablished several of the corners in section 34. The survey filed under volume 21, page 235 makes reference to these corner monuments. Also, the date of the record of survey of 26 July, 1996, indicates that Simpson Timber possible knew of the BLM work in the area and hired Mr. Steve Ottmar, PLS# 20795, to resurvey the northwest 1/4 or the southwest 1/4 of section 34 based on the remonumented BLM corners. It is for this reason I believe the survey recorded under volume 21, page 235 to be more correct. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. John F. Fisher, PLS # 41286 Date Resolved: 07/05/06 07/05/06 John F. Fisher, PLS #41286 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #16 Problem Date: 06/14/06 Problem: There is a double posting in the NE Corner of 21N 4W Sec 10. Survey Vol 11 Pg 76 (1671717.TIF) defines the NE corner as a "FND. ALUM. CAP BY H. DINNIS LS# 18086 SET FROM ORG. BT'S". This is 213.52' NE of a Whiteshield monument (1222 MON NE 10), which appears to be the point described in this survey as "FND. BC HEX ON 1" PIPE SET BY SIMPSON FROM ORG. BT'S". Survey Vol 10 Pg 172 (1671632.TIF) also documents the double postings. Please define which NE corner posting should be held, for property boundary & the section corner. Resolution: After review of the researched documents, the position for the northeast corner of section 10, as shown on Survey Vol 10 Pg 172 (1671632.TIF), is the more correct position for the corner. Before accepting this position, it should be noted that the Bureau of land Management (BLM) has performed a dependent resurvey in several sections of this township from 1988 through 1993. My professional opinion is that the BLM plats for the section(s) included in this dependent resurvey be used to establish the corners for the Mason County GIS. The attachment t210n040w-009.jpg shows the complete breakdown for section 10 and is dated 16 January, 1992. I have transcribed the BLM historical background for the dependent resurvey and I have attached copies of the original BLM notes and plats to supplement my finding. TRANSCRIPTION FROM THE BLM FIELD NOTES OF THE DEPENDENT RESURVEY OF A PORTION OF THE SUBDIVISIONAL LINES AND SUBDIVISION OF SECTION 2 AND METES-AND-BOUNDS SURVEY OF A PORTION OF THE ALLOTMENT BOUNDARIES IN SECTION 2, AND THE SUBDIVISION OF SECTIONS 3 AND 10, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M. THE HISTORY OF SURVEYS PERTAINING TO THIS RESURVEY IS AS FOLLOWS: IN 1861, NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, SURVEYED A PORTION OF THE NORTH BOUNDARY, SUBDIVISIONAL LINES, AND MEANDERS OF THE SKOKOMISH RIVER. IN 1873, THOMAS M. REED, U.S. DEPUTY SURVEYOR, SURVEYED AND RESURVEYED A PORTION OF THE SUBDIVISIONAL LINES AND PARTIALLY SUBDIVIDED SECTIONS 1,2,11,12, AND 14. NOTE: DURING THE COURSE OF THIS DEPENDENT RESURVEY IT WAS DISCOVERED THAT THERE WERE TWO ORIGINAL CORNERS FOR THE CORNER OF SECTIONS 2,3,10, AND 11. IN THE OFFICIAL FIELD NOTES FOR THE SURVEY CONDUCTED BY THOMAS M. REED, U.S. DEPUTY SURVEYOR, IN 1873, HE REPORTS SEARCHING FOR AND NOT FINDING THE CORNER AS ESTABLISHED BY NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, IN 1861. REED THEREFORE ESTABLISHES A NEW CORNER FOR THESE SECTIONS AND PROCEEDS WITH HIS SURVEY. THE RECORD OF THE REED SURVEY ESTABLISHES THE FACT THE HE WAS CONDUCTING A NEW SURVEY OF THE SKOKOMISH INDIAN RESERVATION. THIS FACT IS SUBSTANTIATED BY THE METHODS EMPLOYED BY REED, WHICH ARE AS FOLLOWS: (1) REED NEEDED TO ESTABLISH ONE SIXTEENTH CORNERS OF CERTAIN SECTIONS SO AS TO SUBDIVIDE THESE SECTIONS; (2) IN ESTABLISHING THE ONE SIXTEENTH CORNERS, REED SURVEYS SECTION LINES THAT HAD BEEN PREVIOUSLY SURVEYED BY TERRILL BUT MAKES NO MENTION OF SEARCHING FOR OR FINDING THE TERRILL CORNERS, EXCEPT AT THE CORNER FOR SECTIONS 2,3,10,11; (3) THE OFFICIAL PLAT OF THE REED SURVEY RETURNS THE AREA OF THE RESERVATION EVEN THOUGH THE TERRILL PLAY HAD ALREADY RETURNED A PORTION OF THE AREA. ALL OF THE TRUST PATENTS FOR THE LAND WITHIN THE RESERVATION WERE ISSUED AFTER THE REED SURVEY. BASED ON THIS FACT, IT WAS DETERMINED THAT THE REED SURVEY SUPERSEDED THE TERRILL SURVEY WHERE APPLICABLE AND THEREFORE, THE REED CORNER OF SECTION 2,3,10, AND 11 WAS HELD AS CONTROLLING FOR THE PURPOSE OF THIS DEPENDENT RESURVEY. As shown above, the BLM accepted the Reed corner. The distance as shown on the Survey Vol 10 Pg 172 (1671632.TIF) from the southeast corner of section 3 to the next westerly corner, 1258.26 feet, closely matches the distance of 19.065 chains ( 1258.29 feet) as shown on the BLM supplemental plat of section 10 (attached). It is for this reason I believe the Survey Vol 10 Pg 172 (1671632.TIF) depicting the south line of section 3 (also the north line of section 10) to be more correct. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. John F. Fisher, PLS # 41286 Date Resolved: 07/03/06 07/03/06 John F. Fisher, PLS #41286 Parametrix Land Surveyor

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #17 Problem Date: 07/10/06 Problem: There is a discrepancy of the easterly R/W of S.R. 106 where it intersects the section line between sections 2 and 11. Survey Vol. 17 Pg. 195 (243438.tif) measures it to be 732.23' from the N 1/4 of 21N4W11. In contradiction to that is survey Vol. 10 Pg. 133 (1671594.tif) which measures it to be 727.43' from the North 1/4 sec 11. Please advise which point to hold. Resolution: The difference in the two surveys associated with PIRF#17 in sections 2 & 11, Township 21 N, Range 4 W, can be explained by the following: After an extensive record search and review I have come to the conclusion that the "existing" and "as-built" centerlines are different. Possibly between March 1984 and May 1993 SR-106 may have been improved, creating a different centerline position. I could not come up with any other conclusion without a field effort to verify. However there is no mathematical resolution. The only other assumption is a blunder could have been made on one of the surveys. (A blunder is a random error and at this point can only be proven with field evidence to support one of the surveys) Therefore it is my opinion that for GIS purposes and consistency of the records hold the March 1983, Vol. 10. Pg. 133, survey. This should keep the right-of-way for SR-106 and other surveys in this area consistent. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 08/17/06 8/17/06 Problem Identification Resolution Form Problem #18 Problem Date: 07/19/06 Problem: A sliver is created between surveys Vol.8 Pg.24 (1671156.tif) and Vol.19 Pg.12 (270655.tif). There is a discrepancy between the surveys of where the east center 1/16 corner is. Both surveys hold to the same point for the center of the section, but Vol.8 Pg.24 indicates the distance to the east center 1/16 corner to be 1317.907' where as Vol.19 Pg.12 shows it to be 1342.17'. Please advise how to resolve this sliver of land. Resolution: The gap indicated in the "Problem Description" associated with PIRF#18 in Section 17, Township 20 N, Range 5 W, between the Survey Vol. 8, Pg. 24, recorded at Auditor's File #389367, by Daniel F. Holman dated March 1981 (hereafter known as Holman Survey 1981) and a Survey Vol. 19, Pg. 12, recorded at Auditor's File #590892 (hereafter known as AES Survey), can be explained by the breakdown of the section subdivision for these surveys. After a review of many surveys within said Section 17, it is my opinion that the section subdivision by Holman Survey 1981 should not be held. Daniel F. Holman conducted another survey Vol. 18, Pg. 31, recorded at Auditor's File #573320, dated June 1993 the section subdivision held for this survey conforms with other surveys found in this Section, including the AES Survey. Also note that the Holman Survey 1981 does not make any indication of found evidence or the origin of calculated potions being held associated with the east quarter corner, center of section, west quarter corner and south quarter corner. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 07/31/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 Problem Identification Resolution Form Problem #19 Problem Date: 11/13/06 Problem: When holding to the N1/4 of 24N03W12 as shown on the surveys Vol. 8 Pg. 8,9,10 (Beacon Point Div 1) and Vol. 9 Pg. 32,33 (Beacon Point Div 2), the distance from the N1/4 to the to the Mon 1646 described as "MC NE 12" is 2375.78'. This differs from the measured distance of 2381.56' per surveys Vol. 7 Pg. 11 (1670984.tif) and the distance of 2381.99' per Vol. 1 Pg. 174. This may indicate a double posting at the N1/4 (24N03W12) and/or the MC NE (24N03W12). No surveys indicate a double posting although Beacon Point found a Monument and also refers to two bearing trees. Vol. 7 Pg. 11, indicates a found CAP nailed to a Hemlock. Vol. 1 Pg. 174 and refers to a Conifer. Although the survey is not very legible. The angular gap illustrated on survey Vol. 7 Pg. 11 (created from bearings S84-29-56E and N83-12-37W) calculates to 01-17-19 which differs from the as-built angle of 01-46-05. This angle was established from the section subdivision of Beacon Point plats. The placement of several surveys in 24N03W12 also depend on the resolution to the above issue. Please see attached 24N03W01_A. In addition to the above issue when holding Beacon Point to it's section subdivision (Vol. 8 Pg. 8,9,10) it does not line up with the ortho nor does Beacon Point Drive end at SR101 (placed per 101-348) as illustrated on Vol. 8 Pg. 10 (3 of 5). Attached 24N03W01_B illustrates this discrepancy. The placement of Beacon Point Resort Vol. 9 Pg. 182 is dependant on where this Beacon Point Drive centerline meets with SR101. Please advise. Resolution: The gap indicated in the "Problem Description" associated with PIRF#19 in Section 1, Township 24 N, Range 3 W, between the Survey Plats of Beacon Point, Vol. 8, Pg. 8 thru 12, recorded at Auditor's File #242694, by Sleavin-Kors dated May 1969 and Vol. 9, Pg. 32 thru 35, recorded at Auditor's File #265049, by R.J. Fax & Associates, Inc. dated November 1971, and the Surveys, Vol. 1, Pg. 174, recorded at Auditor's File #300057, by Gordon S. Rector dated April 1975, and Vol. 7, Pg. 11, recorded at Auditor's File #378822, by Don Holman dated June 1980, can be explained by the breakdown of the section subdivision for these Plats and Surveys. After a review of many surveys and the original GLO notes associated with the said Section 1 and Section 12 of said Township and Range, it is my opinion that the section subdivision line, between said Section 1 and Section 12, is more likely to be pursuant to the Rector and Holman Surveys. It appears that the Rector Survey sct, or re-established the Meander Corner, at what was thought to be, the original GLO location. Where, the Plats of Beacon Point were based upon the section subdivision by The DNR dated 1960. Said DNR survey, calculated the location of southeast section corner of said Section 1 (I do not agree that this is the proper way of re-establishing the section subdivision). This does not resolve the indicated gap; it merely explains how the gap came to be. I would recommend that the GIS indicate the section subdivision as noted above, and place the Plats of Beacon Point as they exist, with section subdivision holding the DNR, and indicate or note the gap between the Plats of Beacon Point and the south line of said Section 1. Note, I did not review the Washington State Highway Maps, dated 1925 & 1930, that Rector used to re-establish the Meander Corner. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/5/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor mailing and physical address

8770 Tallon Lane NE

Lacey WA 98516 USA 360-459-3609 12/5/06 Problem Identification Resolution Form Problem #20 Problem Date: 2/14/07 Problem: SP 2284 (4/12/93) sets a 5/8" rebar w/ cap at the SW corner of lot 2 (PIN 4190082). SP 2345 (10/1/93) finds the monument set in SP 2284 but sets a 1/2" rebar w/ cap 2.42' South & 2.09' East from it. This creates a gap of 2.83' between the NE cor of PIN 4190082 and the SW cor of PIN 4100030. Vol. 27 Pg. 122 (Jan 2002) surveys the line along these two lots, and finds the monument set in SP 2284 but does not reference the one set in SP 2345. Please advise. Resolution: This issue deals with the line between Short Plat 2284 and Short Plat 2345. After review of the Section surveys and the Short Plats, I have found that none of the surveys, in Section 8, agree. Since none of the surveys agree, no real answer can be arrived at so it is my recommendation that you use Short Plat 2345 for the property line. It is my opinion that, for mapping purposes, using Short Plat 2345 will, at least, make the line between the Short Plats a straight line. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 2/21/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #21 Problem Date: 02/14/07 Problem: The SE cor the NE ¼ of the NW ¼ of Section 16 has multiple postings that create a gap between PIN 2400000 and Ellis Bancroft Tracts. Using the surveys of Vol. 11 Pg. 198, Vol. 12 Pg. 112, BLA 96-02, and Vol. 24 Pg. 66-68 to build to control points (774 NE cor, 764 NW cor, 902 SW cor & 760 SE cor) and hold previously built data, the gap is realized between the ¾" IP w/ Tack set by McGinnis in Vol. 11 Pg. 198 and the 1 ½" IP found as the SE cor of Ellis Bancroft Tracts per Vol. 20 Pg. 162. Vol. 11 Pg. 198, Vol. 20 Pg. 162, BLA 96-02, and Vol. 24 Pg. 66 find and/or set multiple points at this location with different descriptions. Resolution: This issue deals with the center of Section 16. After review of all ten surveys, only one survey is in disagreement. That survey is Record of Survey Volume 20 Page 62. In 1999, DNR performed a full section breakdown, Record of Survey Volume 40 Pages 66-68, and states that it is agreement with Record of Survey Volume 11 Page 198. The DNR survey also states that Mason County is in agreement with Record of Survey Volume 11 Page 198. It is my opinion that you should use the center of section as shown on Record of Survey Volume 40 Pages 66-68 for mapping purposes. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 2/21/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #22 Problem Date: 02/15/07 Problem: There is a gap between Twanoh Tides Vol. 5 Pg. 42 (1672370) and Twanoh Falls Vol. 6 Pg. 171 (1672473). Per research notes in Vol. 19 Pg. 207-208 (284528) Twanoh Tides east line was incorrectly set in the field (see note 2). This survey illustrates this situation north of the NW corner of Twanoh Falls but does not show the gap this situation creates between the above subdivisions. Apparently when Twanoh Falls found the staking from Twanoh Tides east of the intended line the surveyor made a jog in the west line of Twanoh Falls to compensate for this incorrect staking. Please advise as to what to do with the gap created. Resolution: This issue deals with the line between Twanoh Falls and the Government Lot east of Twanoh Falls. After reviewing the Record of Survey and the Plats of Twanoh Falls and Twanoh Tides, I recommend that you use the two Plats to establish the mapping lines and do a best fit for the parcels north and east of the Plats. Since the Plats affect more properties it would be best to hold this information. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 2/22/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #23 Problem Date: 03/01/07 Problem: Survey Vol. 4 Pg. 80 (1670615.tif "1978") creates an approximate 13' overlap with Patricia Beach - Vol. 3 Pg. 14 (3-14.tif "1931"). Watson survey Vol. A Pg. 53 (1672532.tif "1947") apparently based his bearings and or traced from Vol. 3 Pg. 14. All other surveys involved found 1/2" pipe set by Vol. 4 Pg. 80 and thus use the same west line of Gov. lot 1. These surveys are as follows: Vol. 18 Pg. 140 (261863.tif "2/15/1994") Vol. 19 Pg. 107 (278158.tif "2/22/1994") Vol. 26 Pg. 150 (1730418.tif "4/10/2001") Vol. 17 Pg. 198 (243718.tif "3/29/1993"). In addition please address issue of the east line of lot 47 per Vol. A Pg. 53 and Vol. 3 Pg. 14 and the gaps created between Vol. 26 Pg. 150 (1730418.tif "4/10/2001") and Vol. 3 Pg. 14. See attached illustrations for clarification. Please advise. Resolution: This issue deals with the west line of Government Lot 1, which is the east line of Patricia Beach. This issue also deals with a survey by Watson filed under Vol. A at Page 53 at the north end. After reviewing all of the plats, record of surveys and GIS maps, it is my recommendation that you remove the blue lines that reflect the Watson survey and the east line of Patricia Beach then use the two surveys filed in Volume 19 at page 107 and Volume 18 at page 140, the green lines. The property lines must fit the State Highway and the green lines reflect the proper road location. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 3/8/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #24 Problem Date: 03/14/07 Problem: Holding to Vol. 24 Pg. 66-68 for the southern and eastern boundaries of the NW 1/4, Vol. 20 Pg. 162 creates an overlap of 2.96' at the center of the NW 1/4. Vol. 20 Pg. 162 describes this point as a 1" Iron Pipe and BLA 96-02 describes it as a #4 Rebar w/ Cap, while Vol. 17 Pg. 69 found a 1/2" Iron Pipe 0.88' south 2.51' west of the calculated position; Vol. 24 Pg. 66-68 does not survey this point and Vol. 12 Pg. 112 gives no description for it. Resolution: This issue deals with the Northeast Quarter of the Northwest Quarter of Section 16 and the unrecorded "Plat of Ellis Bancroft Tracts" that is located in this Quarter Quarter. After reviewing the plat and record of surveys, it is my recommendation that you hold the section breakdowns as shown on Vol. 11 on page 198, Vol. 17 on page 69 and Vol. 24 page 66-68. You should then place the plat inside of the Northeast Quarter of the Northwest Quarter. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 3/28/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #25 Problem Date: 03/15/07 Problem: Per Vol. 15 Pg. 35 & 36 (189259) and Vol. 14 Pg. 06 (172589) property ownership extends to the centerline of Trails Road (Co. Rd. #6231). In contridiction to this are SP 2471 (593093) and SP 2199 (548100) which exclude Trails Road from the properties. Subdivision Trails End Div. 1 & 2 Vol. 5 Pg. 8 (5-08) also excludes Trails Road from the property adjacent to it. Please advise. Resolution: This issue deals with how to show Trails Road in the area in and surrounding Trails End Division 1 and 2. After reviewing the plats, record of surveys and short plats, it is my recommendation that you show the property lines, as they are shown on Short Plats 2471, 2199 and Trails End Division No. 1 and 2, not to the centerline of the road. In this case, the County has a dedicated right-of-way or prescriptive easement on the road. Showing the property line to the center of the road, as is shown on Vol. 15 at page 35 & 36 was for acreage purposes only and is not the property line per dedication or prescriptive easement to the County. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 3/28/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #26 Problem Date: 04/05/07 Problem: Following descriptions in Mason Data Sheet for pin numbers: 3100150, 3100160 and 3100170 creates overlaps of these tax lots. See DGN file for detailed illustration. Please advise. Resolution: This issue deals with an overlap of property lines in Government Lot 3. The property lines in questions are parcels 3100150, 3100160 and 3100170. After reviewing the record of surveys and legal descriptions, the discrepancy is in parcel 3100160. By using Record of Survey filed in Volume 1 at pages 210-213, Government Lot 3 is only 1297.61 feet wide not 1320 feet. The legal for 3100160 excepts out the West 560 and the East 650 of Government Lot 3, leaving a parcel only 87.61 feet wide, not 110 feet wide as is shown on the map. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 4/12/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA Problem Identification Resolution Form Problem #27 Problem Date: 04/13/07 Problem: An overlap occurs when holding to BLA Vol. 23 Pg. 55 (342200) and survey Vol. 21 Pg. 134 (311517). This is also illustrated on Vol. 22 Pg. 101 (324291). Also refer to SP 1304 (418492). Please advise. Resolution: This issue deals with the overlap of property lines as shown on C. Wivell Subdivision and Short Plat 1304. As was noted the property lines shown on Survey Volume 23 Page 55 and Survey Volume 21 Page 134 create an overlap. This overlap problem was addressed in an amended Record of Survey filed in Volume 22 Page 101. The surveyors note address' the fact that Wivell owned all of the property at the time the subdivision was created so the subdivision holds over the Short Plat data. After reviewing all of the plats, and record of surveys, it is my recommendation that you use the survey information shown on Record of Survey's Volume 22 Page 101 and Volume 23 Page 55. Do not use the information shown in Volume 21 Page 134. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS 5/8/2007 Alan Duback Mason County Public Works PLS mailing and physical address

PO Box 1850; 415 N 6th St

Shelton WA 98584 USA WhiteShield, Inc mailing and physical address

1520 140th Ave N.E., Suite 100

Bellevue Washington 98005 USA 425-641-7800 425-641-7734 WhiteShield, Inc. was contracted by Mason County to provide parcel construction. The essential tasks that were performed as part of the basemap conversion are listed below: 1. Import the Section Lines of PLSS grid by Section created by the Professional Licensed Surveyor as part of the PLSS Grid Development contract into the project template drawing. 2. Use survey rules and coordinate geometry (COGO) to construct the parcels. 3. Identify all problems with a 200-foot, numbered circle in the drawing file and describe the problem on a correspondingly numbered Problem/Resolution Sheet. 4. Assign attributes for the parcel ID number, and the accuracy of the mathematical closure of the plat or ROS. 5. Create topology for each Section and each polygon will have a block symbol (star) with attached attributes for each polygon. Topology will be named the same as the filename. 6. Extract the block attributes and create an attribute listing to document the polygon and parcel number count. October 2003 Dataset copied. withheld 20110606 09575800 Vector Simple FALSE 0 FALSE FALSE coordinate pair 0.000000 0.000000 survey feet North American Datum of 1983 Geodetic Reference System 80 6378137.000000 298.257222 GCS_North_American_1983 NAD_1983_StatePlane_Washington_South_FIPS_4602_Feet Explicit elevation coordinate included with horizontal coordinates 1.000000 WRIA_14_Developed_Parcels Feature Class 0 FID FID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Shape Shape Geometry 0 0 0 Feature geometry. ESRI Coordinates defining the features. PIN PIN String 13 Assessor Parcel Identification Number Mason County Assessors Office 0 0 Taxlot Taxlot String 12 The Parcel Identification Number without the Township, Range, and Section numbers ESU 0 0 Map_number Map_number String 10 0 0 Township Township Integer 10 Public Land Survey System Township number PLSS 10 0 Towndir Towndir String 50 Public Land Survey System Township Direction PLSS 0 0 Range Range Integer 10 Public Land Survey System Range number PLSS 10 0 Rangedir Rangedir String 1 Public Land Survey System Range direction PLSS 0 0 Section Section Integer 10 Public Land Survey System Section number PLSS 10 0 QTR QTR String 1 The quarter section of the Township going in a counter-clockwise direction ESU 0 0 QTRQTR QTRQTR String 1 The quarter of the quarter of the Township going in a counter-clockwise direction ESU 0 0 AFN AFN String 10 Auditor File Number Assessor and Auditor 0 0 WhoCreated WhoCreated String 20 What agency originally created parcel data ESU Engineering Support Unit, Inside Oregon Enterprises MC Mason County Whiteshield Whiteshield, Inc. 0 0 MapAccurac MapAccurac String 12 The accuracy value assigned for the parcel cogo creation ESU Urban 1' - 2' accuracy Oregon Department of Revenue Standards for Digital Cadastral Maps Urban Growth 5' - 10' accuracy The Oregon Department of Revenue Standards for Digital Cadastral Maps Rural/Farmland 10' - 20' accuracy The Oregon Department of Revenue Standards for Digital Cadastral Maps Resource 20 + foot accuracy The Oregon Deparment of Revenue Standards for Digital Cadastral Maps 0 0 SEG_NUMBER SEG_NUMBER String 30 Assessor's Parcel Segregation Number Assessors Office 0 0 Shape_area Shape_Area Double 19 Area of feature in internal units squared. ESRI Positive real numbers that are automatically generated. 0 0 OBJECTID OBJECTID Integer 10 10 0 PIN_1 PIN_1 String 14 Parcel Identification Number from Terrascan Database Assessors Office 0 0 PARCELTYPE PARCELTYPE String 20 Type of Parcel Assessors Office Active Retired Version 0 0 IS_EXEMPT IS_EXEMPT String 5 Exemption Status of Parcel Assessors Office YES (it is exempt) NO (it is not exempt) 0 0 MARKET_VAL MARKET_VAL Integer 10 Total Market Value Assessors Office 10 0 ASSESS_VAL ASSESS_VAL Integer 10 Total Assessed Value Assessors Office 10 0 MARKET_LV MARKET_LV Integer 10 Market Land Value Assessors Office 10 0 MARKET_BV MARKET_BV Integer 10 Market Building Value Assessors Office 10 0 ASSESS_LV ASSESS_LV Integer 10 Assessed Land Value Assessors Office 10 0 ASSESS_BV ASSESS_BV Integer 10 Assessed Building Value Assessors Office 10 0 TAX_VALUE TAX_VALUE Integer 10 Taxable Value of Parcel Assessors Office 10 0 DISTRICT DISTRICT String 4 Tax Code District Number Assessors Office 0 0 LANDUSE LANDUSE String 50 Primary Land Use Code Assessors Office 0 0 LANDUSE_2 LANDUSE_2 String 2 Secondary Land Use Code Assessors Office 0 0 TOT_ACRES TOT_ACRES Double 19 Total Acerage of Parcel Assessors Office 0 0 LAST_NAME LAST_NAME String 65 Last Name of Parcel Owner Assessors Office 0 0 FIRST_NAME FIRST_NAME String 50 First Name of Parcel Owner Assessors Office 0 0 ADDRESS_1 ADDRESS_1 String 65 Mailing Address Line 1 Assessors Office 0 0 ADDRESS_2 ADDRESS_2 String 50 Mailing Address Line 2 Assessors Office 0 0 CITY CITY String 35 Mailing Address City Assessors Office 0 0 STATE STATE String 20 Mailing Address State Assessors Office 0 0 ZIP ZIP String 12 Mailing Address Zipcode Assessors Office 0 0 SITUS_ADDR Site Address of Parcel NOT authoritative source for situs address information Assessors Office SITUS_ADDR String 65 0 0 LEGAL_DESC Assembled Legal Description of Parcel Assessors Office LEGAL_DESC String 254 0 0 SUB_NAME Name of Subdivision that Parcel is in Assessors Office SUB_NAME String 65 0 0 LONGITUDE LONGITUDE Double 19 0 0 LATITUDE LATITUDE Double 19 0 0 TERRA_PIN PIN Number as formatted for the Terrascan system Mason County Assessors Office TERRA_PIN String 14 0 0 WaterServi WaterServi String 50 0 0 UGA UGA String 30 0 0 WSA_P_BO WSA_P_BO String 5 0 0 SQ_Miles SQ_Miles Double 19 0 0 CSA_TaxVal CSA_TaxVal String 15 0 0 GEN_LAND_U GEN_LAND_U String 50 0 0 Shape_Leng Shape_Leng Double 19 0 0 GeoArea GeoArea String 50 0 0 PARCEL_NO PARCEL_NO String 80 0 0 ADDRESS1 ADDRESS1 String 80 0 0 ADDRESS2 ADDRESS2 String 80 0 0 COUNTRY COUNTRY String 80 0 0 SITUS_STRE SITUS_STRE String 80 0 0 SITUS_CITY SITUS_CITY String 80 0 0 SITUS_ZIP SITUS_ZIP String 80 0 0 SD_NAME SD_NAME String 80 0 0 TOTAL_ACRE TOTAL_ACRE String 80 0 0 BLDG_VALUE BLDG_VALUE String 80 0 0 LAND_VALUE LAND_VALUE String 80 0 0 TOTAL_VALU TOTAL_VALU String 80 0 0 ANNUAL_TAX ANNUAL_TAX String 80 0 0 STATUS_IND STATUS_IND String 80 0 0 PROP_SUBTY PROP_SUBTY String 80 0 0 O_NEIGHBOR O_NEIGHBOR String 80 0 0 PROP_TYPE PROP_TYPE String 80 0 0 INSPCT_CYC INSPCT_CYC String 80 0 0 REGION REGION String 80 0 0 MULT_PARCL MULT_PARCL String 80 0 0 SALE_DATE SALE_DATE String 80 0 0 SALE_PRICE SALE_PRICE String 80 0 0 SALE_VRFY SALE_VRFY String 80 0 0 USE_CODE USE_CODE String 80 0 0 SEWER_TYPE SEWER_TYPE String 80 0 0 WATER_SRC WATER_SRC String 80 0 0 SIGMA_YEAR SIGMA_YEAR String 80 0 0 TAXABLE TAXABLE String 80 0 0 EXEMPT_TY EXEMPT_TY String 80 0 0 LOCAL_IND LOCAL_IND String 80 0 0 TCA TCA String 80 0 0 CURR_USE CURR_USE String 80 0 0 INCORP INCORP String 80 0 0 YEAR_BUILT YEAR_BUILT String 80 0 0 EFF_YR_BUI EFF_YR_BUI String 80 0 0 RES_QUAL RES_QUAL String 80 0 0 RES_COND RES_COND String 80 0 0 REC_VOLPAG REC_VOLPAG String 80 0 0 CREATE_DAT CREATE_DAT String 80 0 0 EDIT_DATE EDIT_DATE String 80 0 0 GlobalID GlobalID String 80 0 0 SECTTIE SECTTIE String 80 0 0 PARENT PARENT String 80 0 0 LAND_USE LAND_USE String 50 0 0 Acres Acres Double 19 0 0 BLD_VALUE BLD_VALUE Integer 10 10 0 For complete parcel attribute value description please contact the Mason County Assessor's Office. mailing and physical address

100 W Public Works Dr

Shelton WA 98584 USA (360) 427-9670 M-F 8:00 - 16:30 PST Mason County GIS Department Downloadable Data ESRI Shapefile 22.178 30.728 CD-ROM Please see website Order GIS Data CD from Mason County GIS Department 2-3 weeks 20120313 GIS Department Mason County mailing and physical address

100 W Public Works Dr

Shelton WA 98584 USA (360) 427-9670 FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 local time en 20200604 17285800 20200604 19102400 FALSE 20200604 17285800 WRIA_14_Developed_Parcels 002 894358.310995 1071904.059577 649178.378598 840101.787105 1 0.000 Projected GCS_North_American_1983_HARN Linear Unit: Foot_US (0.304801) NAD_1983_HARN_StatePlane_Washington_South_FIPS_4602_Feet <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.7'><WKT>PROJCS[&quot;NAD_1983_HARN_StatePlane_Washington_South_FIPS_4602_Feet&quot;,GEOGCS[&quot;GCS_North_American_1983_HARN&quot;,DATUM[&quot;D_North_American_1983_HARN&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Lambert_Conformal_Conic&quot;],PARAMETER[&quot;False_Easting&quot;,1640416.666666667],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,-120.5],PARAMETER[&quot;Standard_Parallel_1&quot;,45.83333333333334],PARAMETER[&quot;Standard_Parallel_2&quot;,47.33333333333334],PARAMETER[&quot;Latitude_Of_Origin&quot;,45.33333333333334],UNIT[&quot;Foot_US&quot;,0.3048006096012192],AUTHORITY[&quot;EPSG&quot;,2927]]</WKT><XOrigin>-117498300</XOrigin><YOrigin>-98850300</YOrigin><XYScale>37801315.839189909</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.0032808333333333331</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>2927</WKID><LatestWKID>2927</LatestWKID></ProjectedCoordinateSystem> FGDC CSDGM Metadata 1.0 GIS Department Mason County (360) 427-9670 100 W Public Works Dr Shelton WA 98584 USA ArcGIS Metadata 1.0 Mason County GIS Department (360) 427-9670 100 W Public Works Dr Shelton WA 98584 USA M-F 8:00 - 16:30 PST Please see website Order GIS Data CD from Mason County GIS Department 2-3 weeks withheld Local Area Network ESRI Shapefile 22.178 WhiteShield, Inc Inside Oregon Enterprises, Engineering Support Unit WRIA_14_Developed_Parcels Taxlot Parcel boundaries for Mason County. This dataset has multiple originators. The WhoCreated attribute field specifies the originator. For parcels with the ESU attribute, please refer to the parts of this metadata file specific to Inside Oregon Enterprises, Engineering Support Unit. For parcels with the Whiteshield attribute, please refer to the parts of this metadata file specific to WhiteShield, Inc. To depict developed taxlot parcel boundaries for WRIA 14. Mason County GIS Department (360) 427-9670 100 W Public Works Dr Shelton WA 98584 USA M-F 8:00 - 16:30 PST Mason County taxlot parcel WREC Access constraints: none Access constraints: none publication date 7/23/2010 Version 6.2 (Build 9200) ; Esri ArcGIS 10.7.1.11595 1 -123.524301 -122.782660 47.614141 47.074656 Inside Oregon Enterprises, Engineering Support Unit followed the Oregon Department of Revenue Standard for Digital Cadastral Maps. The ORMAP Goal 4 accuracy determination is generally in line with the National Map Accuracy Standards. "If conflicts exist between taxlot locations based on legal description, the legal description location takes priority over edge-match resolution. These four determineation need to be used together in order to achieve ORMAP Goal 4 accuracies as errors greater than our target could occur if used individually." 1) Accuracy of the Geometry Check to see that measured distances are within two percent of what is shown on the map. For example: A taxlot line is supposed to have a distance of 100 feet on an assessor's map with a scale of 1"=100'. When the digital version of that same feature is checked for length it can measure from 98' to 102'. Whether it's longer or shorter, it's within 2% of the deed or survey length. This determination should be done to a sampling of features located in each map. Using this rule, acceptable error ranges and sample numbers are described in the values: 2) Accuracy of the Location: If the geometry checks out, then it is time to confirm the location of taxlot features and polygons. Using the two percent amounts above, the taxlot corners can be checked against any control points that relate to features on the assessor's map. For example: If there is a taxlot polygon on a 1"=100' assessor's map and you know the taxlot corner should coincide with a section corner and a surveyor has provided a GPS derived coordinate for that corner. That taxlot corner can be up to 2 feet away from that control point. So in other words, it can be any where within an imaginary circle that has a radius of 2 feet from the control point and still be a Goal 4 taxlot. If you are able to confirm this accuracy relative to known corner coordinates on four or more corners used in constructing the taxlots on the map, you can be assured of having an ORMAP Goal 4 map. 3) Feature Area: The taxlot acres as calculated by mapping software should be within a certain percent of the assessment acres. Differences in this area greater than the percentage should be researched and corrected, or flagged to indicate a large discrepancy. The percentages depend on map type or map scale. 4) Edge matching: Gaps and overlaps need to be eliminated or documented as unresolved within and across county boundaries in the state. Features will be contiguous across map boundaries or documented as unresolved within and across county boundaries in the state. WhiteShield, Inc constructed parcels and right-of-way using survey coordinate geometry (COGO) techniques to an accuracy of +/- 1 foot. Rural/Farmland Urban Growth Resource Urban Problem Identification Resolution Form Problem #21 Problem Date: 02/14/07 Problem: The SE cor the NE ¼ of the NW ¼ of Section 16 has multiple postings that create a gap between PIN 2400000 and Ellis Bancroft Tracts. Using the surveys of Vol. 11 Pg. 198, Vol. 12 Pg. 112, BLA 96-02, and Vol. 24 Pg. 66-68 to build to control points (774 NE cor, 764 NW cor, 902 SW cor & 760 SE cor) and hold previously built data, the gap is realized between the ¾" IP w/ Tack set by McGinnis in Vol. 11 Pg. 198 and the 1 ½" IP found as the SE cor of Ellis Bancroft Tracts per Vol. 20 Pg. 162. Vol. 11 Pg. 198, Vol. 20 Pg. 162, BLA 96-02, and Vol. 24 Pg. 66 find and/or set multiple points at this location with different descriptions. Resolution: This issue deals with the center of Section 16. After review of all ten surveys, only one survey is in disagreement. That survey is Record of Survey Volume 20 Page 62. In 1999, DNR performed a full section breakdown, Record of Survey Volume 40 Pages 66-68, and states that it is agreement with Record of Survey Volume 11 Page 198. The DNR survey also states that Mason County is in agreement with Record of Survey Volume 11 Page 198. It is my opinion that you should use the center of section as shown on Record of Survey Volume 40 Pages 66-68 for mapping purposes. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #8 Problem Date: 11/16/05 Problem: Survey Vol. 1 Pg.241 TIF# 1370231 and Short plat 2289 TIF# 563396 list the distance from the N 1/4 of Sec 36 to the Northern boundary of lot "G" as being 1319.41'. Survey Vol. 10 Pg 24 AFN# 412730 TIF# 1671486 and survey Vol 27 Pg, 28 AFN# 1739656 TIF# 1741377 show the distance from the N 1/4 36 to the southern boundary of the most Souhtwestern lot as being 1330.20'. If these lines represent the same boundary, then there is gap of 10.79'. Please define wich line is the correct boundary and what to do with apparent gap. Resolution: The gap indicated in the "Problem Description" associated with PIRF#8 in Section 25, Township 21 N, Range 2 W, between the Large Lot Subdivision for Harstine Heights Vol. 1, Pg. 241, recorded at Auditor's File #307969 (hereafter known as Survey 1) and a Record of Survey Vol. 27, Pg. 28, recorded at Auditor's File #1739656 (hereafter known as Survey 2) can be explained by the breakdown of the section subdivision for these surveys. Background history between these surveys is as follows: Survey 1, appears to accept and hold the west line of section 25 based on two found monuments, Survey 1, further appears to accept and hold the center section line between two found monuments, one being the south quarter corner and the other being the center south sixteenth of section 25. Note that the Short Plat #2284 by Richard B. Norris, dated April 21, 1993 finds nad holds monumentation set based on Survey 1, and does not breakdown the section subdivision; therefore said Short Plat agrees with Survey 1; also note that Survey 2 was prepared by Richard B. Norris, however, this survey does indicate a section subdivision breakdown and also indicates a gap at the south sixteenth line. Survey 2, makes reference to a Record of Survey Vol. 17, Pg. 233, recorded at Auditor's File #568969 and is holding the section subdivision breakdown found thereon. Said Record of Survey shows monuments found and a complete breakdown of the section subdivision. Survay 2 notes the gap as indicated in the "Problem Description" associated with PIRF#8. Therefore, after reviewing many surveys in this area, it is my opinion that the section subdivision breakdown shown on the Record of Survey Vol. 17, Pg. 233, recorded at Auditor's File #568969, and accepted by Survey 2, is correct. Further, I did not find any evidence to support holding the center south sixteenth monument shown on Survey 1. I recommend that the north line of tracts D, E, F, G, H, and J, as shown on Survey 1, be moved to coincide with the section subdivision pursuant to Survey 2; thereby eliminating any gap. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgments or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 1/19/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #25 Problem Date: 03/15/07 Problem: Per Vol. 15 Pg. 35 & 36 (189259) and Vol. 14 Pg. 06 (172589) property ownership extends to the centerline of Trails Road (Co. Rd. #6231). In contridiction to this are SP 2471 (593093) and SP 2199 (548100) which exclude Trails Road from the properties. Subdivision Trails End Div. 1 & 2 Vol. 5 Pg. 8 (5-08) also excludes Trails Road from the property adjacent to it. Please advise. Resolution: This issue deals with how to show Trails Road in the area in and surrounding Trails End Division 1 and 2. After reviewing the plats, record of surveys and short plats, it is my recommendation that you show the property lines, as they are shown on Short Plats 2471, 2199 and Trails End Division No. 1 and 2, not to the centerline of the road. In this case, the County has a dedicated right-of-way or prescriptive easement on the road. Showing the property line to the center of the road, as is shown on Vol. 15 at page 35 & 36 was for acreage purposes only and is not the property line per dedication or prescriptive easement to the County. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #14 Problem Date: 06/11/06 Problem: Survey Vol. 6 Pg. 168 shows the western boundaries of the tax lots being defined by the thread of the Middle Fork satsop River. This is 1967 survey. When compared to current Ortho Photos there is an approximate 200' +/- shift in the river to the east. Following the intent of the survey to hold to the thread of the river as the defining boundary of these lots, causes some lots to be drastically altered. Please advise as to how this should be resolved and if there is a particular method of resolution that we should use. (i.e. Concave, Convex or Straight adjustment of the tax lot boundary concerning the river thread). Resolution: As noted in the PIRF "Problem Description" the root of this issue is the location of West Middle Fork Satsop River (Formerly known as Decker Creek). There are a couple key unanswered questions that prevent me from deriving at an opinion that has any standing or strength. Questions: 1) Is West Middle Fork Satsop River navigable? If navigable the property boundaries would stop at the ordinary high water mark of the existing or historical river location. To determine navigability an assesment from the DNR would need t obe preformed and presented before the courts for an official and legal ruling. 2) Was the shift in location sudden or did it occur over time? This would determine whether the plat geometry or actual location of the river should be held. To answer this, a history study would need to be reviewed (parol evidence of property owners and those that would have historical memories or evidence of the area, a review of aerial photos over hte past years, etc...). Based on my review, of survey records in this section, discussions with title examiners, a discussion with Justin Hold, of the aquatics department at the DNR, and along with the answering of the two questions defined above, I find that an accurate opinion and resolution can not be made at this time. If in the future the above defined questions are satisfied an opinion could be presented. For the County's GIS you might want to hold the record data and note that riparian issues need to be resolved prior to an accurate boundary resolution in this area. Scean A. Ripley, PLS #41296 Date Resolved: 07/27/06 Resolution #2: As noted in the PIRF "Problem Description" the root of this issue is the location of West Middle Fork Satsop River (Formerly known as Decker Creek). This is an update review and opinion from the original dated 07/27/06. Please disregard that narrative and update based on this opinion. Based on my review, of survey records in this section, discussions with title examiners, a discussion with Justin Holt, of the aquatics department at the DNR, and review of 1991 and 2005 ortho photos of the area, I find that West Middle Fork Satsop River has not moved significantly. The photos show a very well established channel for the river and indicate no major shift. I also found that the alignment of the river as provided by Mason county GIS does not represent the actual location of the river in this area. Therefore it is my opinion that the Survey recorded at Vol. 6, Pg 168 is relatively accurate to the river location and should be held. It should be noted that the properties of said Survey are based on the physical location of the river and no field effort was performed during my investigation. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #1 Problem Date: 7/20/05 Problem: Survey Vol. 1 Pg.241 TIF# 1370231 and Short plat 2289 TIF# 563396 lists the distance from the N 1/4 of Sec 36 to the Northern boundary of lot "G" as being 1319.41'. Survey Vol. 10 Pg 24 AFN# 412730 TIF# 1671486 and survey Vol 27 Pg, 28 AFN# 1739656 TIF# 1741377 show the distance from the N 1/4 36 to the southern boundary of the most Souhtwestern lot as being 1330.20'. If these lines represent the same boundary, then there is gap of 10.79'. Please define which line is the correct boundary and what to do with apparent gap. Resolution: The apparent overlap appears to involve the calcuated location of the southeast section corner of Sec !@, Twp 23N, Rge 3W. Pursuant to a Record of Survey recorded at AF#626728, vol21, pg28, dated May 9, 1996, by Michael J. Rembert (hereafter known as Survey 1), and a Record of Survey recorded at AF#626113, vol 21, pg 18, dated April 29, 1996, by Harry F. Rydell (hereafter known as Survey 2). Both Surveys rely on the west quater corner of section 7, to the north, and the west quarter corner of section 18, to the south. Both Surveys agree on the west quarter corner of section 7. However, there is a 49.9 foot difference in the poistion of the west quarter corner of section 18. Background history of said quarter corner position is as follows: Survey 1 is relying on an unknown origin pipe call, with unsubstantiated original General Land Office (GLO) bearing tree evidence and a parol statement by Henry Breummer, an affidavit of which is recorded at AF#626727. I could not get in contact with Michael Rembert. Survey 2 is based on finding remains of two original GLO bearing trees. I spoke with Harry Rydell and obtained the following: Harry tried to speak with Michael Rembert to discuss findings; however Michael would not return any calls. Harry also felt the bearing tree evidence was very compelling and being able to prove Survey 1's findings, held found evidence. After reviewing both surveys, including review of the parol evidence, speaking with Harry Rydell and obtaining the original GLO notes establishing the township line between sections 13 and 18, and section 12 and 7, it is my opinion that the positions for the west quarter corner and the northwest section corner of section 18 (also being the southeast section corner for section 12) are to be derived by the evidence and data found on Survey 2 by Harry Rydell; and therefore, the resolution to PIRF# is to hold the southeast section corner of section 12 as shown on the Record of Survey recorded at AF#1719072; said section corner is in agreement with Survey 2. Futhermore, it is my opinion to disregard the position for the southeast section corner of section 12 and the west quarter corner of section 18 pursuant to Survey 1. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date resolved: 10/25/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #2 Problem Date: 8/18/05 Problem: There is a possible double posting along the boundary between 23N 3W 11 & 23N 3W 14.There is a sliver that exists between the following points #9656,#9657,#9655, and #940 (please refer to the attached image "23N3W14".pdf). See image vol 17 Pg 104 (not Vol 7 Pg 104 as shown on the attached image), and Tiff number 231581, and image Vol. 1 Pg 39 Tif nunber 1670034. These are the surveys that refer to this area. Resoulution: The apparent gap appears to involve the position of the section line between section 11 and 14 of Twp 23N, Rge 3W. Pursuant to a Survey recorded at vol 1, pg. 39 & 40 dataed January 8, 1974, by Patrick J. Bryne (hereafter known as Survey 1); and a Survey at AF#552697. vol. 17, pg 104, dated October 5, 1992, by Merle B. Lindgren (hereafter known as Survey 2) Background history between these two surveys is as Follows: Survey 1, finds the northeast and southeast section corners, of section 11, and holds found positions. Survey 2, finds the same northeast section corner and holds that position; however survey 2 calculates the southeast section corner, pursuant to a 1975 DNR survey, found at DNR map #208, and holds this position. Survey 2 also finds other DNR postions, shown on said 1975 survey, to substantiate the calculated position. After reviewing both surveys, the DNR 1975 survey and DNR replacement and recovery notes. It is clear that the southeast section corner, of section 11, was at the wrong position at the time of Survey 1 and the DNR survey of 1975 reset seaid section corner to the correct location. Therefore it is my opinion that the section line between sections 11 and 14 should be based on Survey 2's data which coincides with the DNR 1975 Survey. Furthermore, based on these results it is my opinion that the east quarter corner, the south quarter corner, the southwest meander corner and other sixteenth positions, of section 11, set during Survey 1 are also incorrect and should not be held for position. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in th future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/04/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #9 Problem Date: 12/02/05 Problem: Survey Vol. 2 Pg. 75 (TIf # 1670314) and Vol. 3 Pg. 134 ( Tif # 1670516) when combined show the entire section line between 21N 2W 35 and 20N 2W 02 as having a deflection at the N 1/4 of Sec 2. However Survey Vol. 9 Pg, 168 (Tif #1671464) shows this line as be a consistant bearing between these two sections. As a result there is a 12.32' overlap at the N 1/4 of section 2. Please define which line to hold and what survey should be used to establish the section and 1/4 corners. There is aPDF of this problem attached. Resolution: The overlap indicated in the "Problem Description" associated with PIRF#9 with regards to the north line of Section 2, Township 20 N, Range 2 W and the south line of Section 35, Township 21 N, Range 2W, said lines being between the two Plats by Robert J. Fox, Vol. 2, Pg. 75 recorded at Auditor's File #319180 & Vol. 3, Pg. 134 recorded at Auditor's File #340133 and the Record of Survey by Gordon H. Grayum Vol. 9, Pg. 168 recorded at Auditor's File #409450 can be explained by an incorrect setting and placement of the north line of Section 2, Township 20 N, Range 2 W, by Gordon H. Grayum. After reviewing several surveys in this area, I find that the north line of Section 2, Township 20 N, Range 2 W, by Gordon H. Grayum Vol. 9, Pg. 168 recorded at Auditor's File #409450 is incorrect and not based on accepted survey practices. Further, the south line of Section 35, Township 21 N, Range 2 W, as shown on the two Plats by Robert J. Fox, Vol. 2, Pg. 75 recorded at Auditor's File #319180 & Vol. 3, Pg. 134 recorded at Auditor's File #340133, should be held and that there is no overlap or gap between these two sections. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgments or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 1/20/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #3 Problem Date: 8/19/05 Problem: Plat Vol 10 Pg 130 tif # 1671591 measures the angle at the SE corner (control point #774) as being 88-33-28. Tif image 1671194 Vol 8 Pg 62 plats measure this same angle at less than 2 degree greater. This creates a sliver up to 38 ' along the southern or eastern boundary of 09SE depending upon which section line the plat is rotated or held to. Plat Vol 10 Pg 130 defines only the eastern boundary as a section line. This section is define as urban +-2'. Please advise how to solve this problem and consequently new edgematching problems with surrounding plats. Please see the attached image "23N1W09".pdf. Resolution: After reviewing a number of surveys, regarding the east and south lines of section 9, Township 23 North, Range 1 West. It became apparent that the found 3/4" iron pipe at the southwest corner of lot 5, shown on both the Large Lost Survey at vol. 8, pg. 62, and the Amendement Large Lost Surveys at vol. 10, pg. 130, can not be supported or verified as being on the south line between the southeast section corner and the south quarter corner of section 9. Therefore, without evidence supporting said southwest corner, it is my opinion that the south line of said section 9 should be based on holding the southeast section corner to the south quarter as shown by monumnetation on vol. 18, pg. 3. Many of the surveys reviewed indicate found physical monumentation at these positions, with minor separation. I didn not find any evidence by others holdign the said found 3/4" iron pipe, referenced on the Large Lot Surveys. No actual field review was performend in determininig my opinion. I further reserve the right to modify my opinion in the future based on any addtional evidence that my be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/16/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #22 Problem Date: 02/15/07 Problem: There is a gap between Twanoh Tides Vol. 5 Pg. 42 (1672370) and Twanoh Falls Vol. 6 Pg. 171 (1672473). Per research notes in Vol. 19 Pg. 207-208 (284528) Twanoh Tides east line was incorrectly set in the field (see note 2). This survey illustrates this situation north of the NW corner of Twanoh Falls but does not show the gap this situation creates between the above subdivisions. Apparently when Twanoh Falls found the staking from Twanoh Tides east of the intended line the surveyor made a jog in the west line of Twanoh Falls to compensate for this incorrect staking. Please advise as to what to do with the gap created. Resolution: This issue deals with the line between Twanoh Falls and the Government Lot east of Twanoh Falls. After reviewing the Record of Survey and the Plats of Twanoh Falls and Twanoh Tides, I recommend that you use the two Plats to establish the mapping lines and do a best fit for the parcels north and east of the Plats. Since the Plats affect more properties it would be best to hold this information. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #26 Problem Date: 04/05/07 Problem: Following descriptions in Mason Data Sheet for pin numbers: 3100150, 3100160 and 3100170 creates overlaps of these tax lots. See DGN file for detailed illustration. Please advise. Resolution: This issue deals with an overlap of property lines in Government Lot 3. The property lines in questions are parcels 3100150, 3100160 and 3100170. After reviewing the record of surveys and legal descriptions, the discrepancy is in parcel 3100160. By using Record of Survey filed in Volume 1 at pages 210-213, Government Lot 3 is only 1297.61 feet wide not 1320 feet. The legal for 3100160 excepts out the West 560 and the East 650 of Government Lot 3, leaving a parcel only 87.61 feet wide, not 110 feet wide as is shown on the map. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #15 Problem Date: 06/13/06 Problem: Discrepancy between south line of NW 1/4, SW 1/4 Vol. 21 Pg. 235 and north line of SW 1/4, SW 1/4 Vol. 8 Pg. 26 creates a sliver of land. Please advise. Resolution: After review of the researched documents, the position for the southeast corner of the northwest 1/4 of the southwest 1/4 (corner D) of section 34, as shown on the record of survey filed under volume 21, page 235 is the more correct position for the corner. Before accepting this position, it should be noted that the Bureau of land Management (BLM) has performed a dependent resurvey in several sections of this township from 1993 through 1995. My professional opinion is that the BLM plats for the section(s) included in this dependent resurvey be used to establish the corners for the Mason County GIS. The attachment t220n040w-005.jpg shows the plat for the dependent resurvey dated 16 June 1997. I have transcribed the BLM historical background for the dependent resurvey and I have attached copies of the original BLM notes and plats to supplement my finding. TRANSCRIPTION FROM THE BLM FIELD NOTES OF THE DEPENDENT RESURVEY OF PORTIONS OF THE SOUTH BOUNDARY, SUBDIVISIONAL LINES, AND SUBDIVISION OF SECTION LINES OF SECTIONS 34 AND 35, ADJUSTED RECORD MEANDERS OF THE WESTERLY SHORE OF HOOD CANAL IN SECTION 35, THE SURVEY OF THE NORTH HALF MILE OF THE LINE BETWEEN SECTIONS 34 AND 35 AND A LOT LINE IN SECTION 35, THE SUBDIVISION OF SECTIONS 27 AND 34 AND METES-AND-BOUNDS SURVEY IN SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 WEST, W.M. THE HISTORY OF PRIOR SURVEYS WHICH PERTAIN TO THIS SURVEY IS AS FOLLOWS: IN 1861, NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, SURVEYED THE SOUTH BOUNDARY. IN 1873, WILLIAM JAMESON, U.S. DEPUTY SURVEYOR, SURVEYED THE NORTH AND WEST BOUNDARIES, SUBDIVISIONAL LINES AND MEANDERS OF HOOD CANAL. IN 1873, THOMAS M. REED, U.S. DEPUTY SURVEYOR, RESURVEYED A PORTION OF THE SOUTH BOUNDARY AND MEANDERS OF HOOD CANAL, AND SUBDIVIDED SECTIONS 34 AND 35. IN 1987-88 MARK D. DIXON, DANIEL E. WELLER, AND RICHARD L. JOHNSON, CADASTRAL SURVEYORS RESURVEYED PORTIONS OF THE SUBDIVISIONAL LINES AND SUBDIVIDED SECTION 3, T. 21 N. R. 4 W. IN 1990-1993 DANIEL E. WELLER, CADASTRAL SURVEYOR, RESURVEYED PORTIONS OF THE SUBDIVISION-OF-SECTION LINES OF SECTIONS 34 AND 35, ADJUSTED THE RECORD MEANDERS OF HOOD CANAL IN SECTION 35, SURVEYED THE SOUTH ONE-HALF MILE BETWEEN SECTIONS 34 AND 35, AND SUBDIVIDED SECTION 35. IN 1990-1993 DANIEL E. WELLER AND RICHARD R SHATTO, CADASTRAL SURVEYORS RESURVEYED A PORTION OF THE NORTH BOUNDARY, SUBDIVISIONAL LINES, AND SUBDIVISION-OF-SECTION LINES AND SUBDIVIDED SECTIONS 1, 2, AND 11, T.21 N., R. 4 W. THE RECORD OF THE REED SURVEY ESTABLISHES THE FACT THE HE WAS CONDUCTING A NEW SURVEY OF THE SKOKOMISH INDIAN RESERVATION. REED MAKES NO MENTION OF THE JAMESON SURVEY OR THE CORNERS THAT JAMESON PREVIOUSLY SET. BASED ON THESE FACTS, IT WAS DETERMINED THAT THE REED SURVEY SUPERSEDED THE JAMESON SURVEY WHERE APPLICABLE. As shown above, the BLM accepted the Reed survey and remonumented, restored, or reestablished several of the corners in section 34. The survey filed under volume 21, page 235 makes reference to these corner monuments. Also, the date of the record of survey of 26 July, 1996, indicates that Simpson Timber possible knew of the BLM work in the area and hired Mr. Steve Ottmar, PLS# 20795, to resurvey the northwest 1/4 or the southwest 1/4 of section 34 based on the remonumented BLM corners. It is for this reason I believe the survey recorded under volume 21, page 235 to be more correct. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. John F. Fisher, PLS # 41286 Date Resolved: 07/05/06 John F. Fisher, PLS #41286 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #17 Problem Date: 07/10/06 Problem: There is a discrepancy of the easterly R/W of S.R. 106 where it intersects the section line between sections 2 and 11. Survey Vol. 17 Pg. 195 (243438.tif) measures it to be 732.23' from the N 1/4 of 21N4W11. In contradiction to that is survey Vol. 10 Pg. 133 (1671594.tif) which measures it to be 727.43' from the North 1/4 sec 11. Please advise which point to hold. Resolution: The difference in the two surveys associated with PIRF#17 in sections 2 & 11, Township 21 N, Range 4 W, can be explained by the following: After an extensive record search and review I have come to the conclusion that the "existing" and "as-built" centerlines are different. Possibly between March 1984 and May 1993 SR-106 may have been improved, creating a different centerline position. I could not come up with any other conclusion without a field effort to verify. However there is no mathematical resolution. The only other assumption is a blunder could have been made on one of the surveys. (A blunder is a random error and at this point can only be proven with field evidence to support one of the surveys) Therefore it is my opinion that for GIS purposes and consistency of the records hold the March 1983, Vol. 10. Pg. 133, survey. This should keep the right-of-way for SR-106 and other surveys in this area consistent. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 08/17/06 Problem Identification Resolution Form Problem #6 Problem Date:10/20/05 Problem: There is a large discrepancy for the section line between sections 14 & 15 of 23N 2W. Tif # 177927 Vol 14 Pg. 64 shows this double line posting but does not define the true section line. Tif # 208 (Also refered to as map 208) does not show the double posting. I believe that Whiteshield used map 208 to establish it's cogoed control points for this section. I held these points form map 208 and was able to obtain closure errors of less than 0.79' at all points. Holding the control point # 9658 (the cogoed East 1/4 corner of section 15) as a common point between these two surveys, I was able to tie them together and reproduce the double posting of points and the section lines. Please define the correct boundary to hold as the common section line between these two sections, and what to do with the over lap or gap created by this double section line. There is an attched PDF (23N3w14_15_RW) of my work to show these errors. Resolution: The large separation associated with the east line of a portion of Section 15, and the west line of Section 14, Township 23 N, Range 3 W, is shown on a Record of Survey by Merle B. Lindgren recorded at Vol. 14, Pg. 64, at Auditor's file number 499971. Said Record of Survey further makes note "excepting...that portion lying east of the north-south section line established by the State of Washington Department of Natural Resources...". The DNR has had a long understanding and history of section subdivision restoration, where Rodger D, Lovitt does not have a solid reputation in this area. Therefore it is my opinion that the east line of said Section 15 and the west line of said Section 14, north of a line tree as shown on DNR Map 208, Page 2 of 3, should be based on holding the DNR Map 208. The north-south line defined by Roger D. Lovitt as noted on said Record of Survey should not be held. This opinion substantiates the section subdivision baced on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgement or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/06/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey Wa 98516 USA Problem Identification Resolution Form Problem #7 Problem Date:10/21/05 Problem: There is 40' +/- gap between the plat tif# 1672425 and shortplats 104,30, and 105 when these plats are held to the estblished control points. #973 and #9688. Please verify the correct placement of these plats and a resolution for the gap that is created. There is a PDF (22N3W19_Gap_question) of my work to show this error and further explain the problem. Resolution: The gap indicated in the "Problem Description" associated with PIRF #7 in Section 19, Township 22 N, Range 3 W, between the Short Plat 104, dated Dec. 5, 1974, recorded at Auditor's File #295761 and the Short Plat 105, dated Dec. 30, 1974, recorded at Auditor's File #296038 can be eliminated by correctly positioning the Plat of "Sportsmen's Waterfront Tracts at Bald Point" dated June 1938, Vol 4, Pg. 14, based on the subdivision breakdown for said Section 19 as shown on a DNR Map 281, dated July 1977. The property description of said "Sportsment's Waterfront Tracts at Bald Point" includes all of Gov't Lots 1 and 2. Noting that the original plat for "Sportsment's Waterfront Tracts at Bald Point" indicates the distance between the south quarter corner and the center of the section as 2,585.45 feet; where the DNR Map 281 indicates this same line as 2,622.74 feet. Also noting a measured distance between the south quarter corner and the original 1 1/2" iron pipe at the northeast corner of "Sportsmen's Waterfront Tracts at Bald Point" Plat, as shown on a Record of Survey by Frederick Kegel, dated March 14, 1994, Vol. 18, Pg. 174, recorded at Auditor's File #583999, as 2,578.32 feet. Therefore the record discrepancy between the original "Sportsmen's Waterfront Tracts at Bald Point" and the DNR would work out to be 44.42 feet, plus or minus. Once the lots and exterior boundary of "Sportmen's Waterfront Tracts at Bald Point" has been proportioned to hold the DNR section breakdown the Plat of "Bald Point Aerie", Vol. 6, Pgs. 25 & 26, recorded at Auditor's File #1672425, can be placed so that the south line thereof coincides with north line of said "Sportsmen's Waterfront Tracts at Bald Point". Then holding the north line of "Bald Point Aerie" as the south line of said Short Plat 105 all fits relatively well. Therefore is is my opinion that the section subdiivision breakdown shown on the Plat of "Sportsmen's Waterfront Tracts at Bald Point" is not correct. I believe the correct section subdivision breakdown should be based on the DNR Map 281; and along with the above described proportioning between the south quarter corner and the center of section the gap referenced in PIRF#7 will be resolved. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future abverse possession claims, court judgements or binding agreements that may be, or may not be, of record. Not actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/21/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #10 Problem Date: 01/04/06 Problem: Survey Vol. 17 Pg. 176 Defines the SW corner of the D Stoehr (Tax lot # 40 00000) lot as being 1179.36 'North from the N 1/4 of sec 25 on line with the Qtr Sec line.. This also establishes the northern boundary of State Route 108. Survey Vol. 23 Pg. 117-118 defines the northern ROW of State Route 108 where it intersects the Qtr sec line as being 1185.43' North from the 1/4 of Sec 25. This creates a gap of 6.07' between these two points.Please advise / define the ROW position and the width of the ROW on the East and the West side of the Qtr Sec line and the possible encrochment of tax lot 40 00000 into the ROW. Resolution: As noted in the PIRF "Problem Description" the root of this issue is the location of the Right-of-Way for SR 108. I have reviewed many surveys in this section, reviewed the Right-of-Way plans for SR 108 and talked to Steve Palmen WSDOT PLS over Right-of-Ways. Based on my review, of these documents, and the discussions with Steve Palmen, I find the Right-of-Way location of SR 108 is most likely to be pursuant to the Record of Survey by Richard B. Norris Vol. 17, Pg. 176 recorded at Auditor's File #560943. This opinion substantiates the Right-of-Way location of SR 108 within the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgements or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 01/26/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #11 Problem Date: 05/31/06 Problem: There is 730' M\L descrepancy betweeen the provided and the calculated coordinates of GPS# 1544. Calculations were based on surveys Vol. 7 Pg. 40 and Vol. 7 Pg. 13, and GPS points 1234,1241,1540, and 1541. Please advise. Resolution: Coordinates Recalculated and Re Placed by Alan Duback, Mason County Resolution Date: 06/27/06 Alan Duback Mason County Public Works Land Surveyor 360-247-9670 415 N. Sixth St.;P.O. Box 1850 Shelton WA 98584 USA Problem Identification Resolution Form Problem #12 Problem Date: 06/02/06 Problem: The distance in the straight bearing along the ROW between Lots 32 & 42 according to survey Vol. 4 pg. 26 (503.69') and engineer survey 101-307 for SR 101 (534.90') is grosely different. Survey 101-307 was used due to the closure error being within tolerance where Vol. 4 Pg. 26 does not close to the Whiteshield points adequately. The ROW between lots 32 & 42 should be re-surveyed at centerline or ROW to determine the actual length to use. Please advise. Resolution: I have reviewed the "Potlatch Beach Tracts", Vol. 4, Pg. 26 and WSDOT Right-Of-Way plans 101-371 & 101-372 and I found that there may be more of a difference between these documents then that indicated in the "Problem Description". Based on my review of these documents I was unable to figure out the root cause of these differences. However, it is my opinion that the WSDOT Right-Of-Way plans, done in 1927 and updated throughout the years, should be held as the actual Right-Of-Way for Olympic Highway (A.K.A. SR-101); and that said "Potlatch Beach Tracts" map indicates the property description to be, "...all upland and all tidelands in front thereof in Government Lots 1-2-3 and 4 in said Section 23, Township 22 North, Range 4 West, W.M. lying east of the east boundary of Olympic Highway". This would mean that when actual surveys are preformed, on the ground, in this area there may be a need to proposition the plated lots. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 09/14/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #5 Problem Date:10/17/05 Problem: There is a double posting of control points at the NE 4 22-3-14.( Point # 967 & Point # 968. Both listed as monuments, not cogoed). This is documented on survey # 1725305 Vol. 26 Pg 85. This in turn creates an overlap at the N 4 of this section, which effects the plats of Maggie Lake No.'s 2 & 3. Survey's 1672368 Vol.5 Pg.38- 40, and 1672378 Vol. 5 Pg. 55-56. Please define the correct control point to hold and a resoultion for the overlap along the 1/4 section line that is also a part of the said subdivisions. Resolution: The apparent overlap in section 14, Township 22 N, Range 3 W, between the plat of "Maggie Lake Addition No. 2", recorded at vol. 5, pgs. 38 thru 40 (hereafter known as Survey 1), the plat of "Maggie Lake Additon No 3", recorded at vol. 5, pgs 55 and 56 (hereafter known as Survey 2) and a Record of Survey by Bluhm Associates recorded at vol. 26, pg 85, at Auditor's file number 1724178 (hereafter know as Survey 3) is puruant to several found, and held positons, associated with the northeast section corner of said section 14. Refer to a Record of Survey by Frederick A, Kegel recorded at vol. 23, pgs 121 and 122, Auditor's file number 665358 (hereafter known as Survey 4), showing three positions found on the ground. These threee position have been held by different surveyors thoughout the years, resulting in either a gap or an overlay. Background history between these surveys is as follows: Survey 1 & 2, appear to hold the norhteast coner of seciton 14 at or near the found car axle as noted on Survey 4. Survey 3, is holding the norhteast corner of secion 14 pursuant to a rebar set by Richard B. Norris as shown on a Record of Survey recorded at vol. 20, pg. 164, at Auditor's file number 617101. This survey makes note of four possible BT's. However, it appears that Norris is finding a pattern that best matches the original GLO BT's. This position is also noted on Survey 4. Survey 4, shows the three accepted positions for the northeast section corner of section 14. This survey makes note to "amend &replaces" an earlier survey by Kegel and further notes a decision by superior court cause number 95-2-00179-1, recorded at Auditor's file number 659995. This survey is holding the hub and tack as the accepted position. Said hub and tack was set per a Record of Survey by Michael N. Sprouffske recorded at book 22, pg. 229, Auditor's file number 653851 (hereafter known as Survey 5). Survey 5, sets a hub and tack at the northeast section corner of section 14. This survey also makes reference to the other accepted section corners, as found in a detail thereon. However this survey, unlike other surveys noted herein, makes a very compelling claim to the evidence of an original BT. Based on the evidence of an original BT, it is therefore my opinion that said section 14's section subdivision should be based on accepting the northeast section corner per Survey 5; hub and tack. The north line, of the northeast quarter, of section 14 should be defined by a line between said hub and tack to and an undisputed north quarter corner of section 14. Said quarter corner is per a DNR survey by J.W. Glidden, map number 189, dated May 1973. This opinion substantiates the section subdivision based on noted and reviewed data only and does not add to, nor take away from, any current or future adverse possession claims, court judgements or binding agreements that may be, or may not be, of record. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean Ripley, PLS # 41296 Date Resolved: 12/05/05 Scean A. Ripley, PLS #41296 Parmetrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Oregon Correction Enterprises (OCE) was contracted by Mason County to provide parcel mapping services. In parcel creation OCE was to conform fully to "The Oregon Department of Revenue Standards for Digital Cadastral Maps, July 1, 1996", to achieve "Oregon Cadastral Data Content Standard" Goal 4 accuracy standard as defined in ORMAP Goal 4 Technical Specifications, March 2005, and to follow the general guidelines found in the OCE Engineering Support Unit (ESU) "Goal 4 Mapping Methodolgy" Draft June 10, 2005, as follows: 1. Project Planning and Data Organization Phase: Contact and communicate with Mason County to assess needs and requirements for project. Acquire image and project data from client, including all county records of plat maps, asssessor maps, boundary line adjustments, short plats, record of survey maps, and survey maps. Organize crew and assign tasks for data organization and project efficiency. 2. Data Evaluation and Initial Project Setup: Evaluate Control points and other relevant data from client to determine usefulness and accuracy. Print and organize surveys and necessary project data. Create control point and other relevant project files. 3. Line Work: In Bentley Microstation use COGO techniques to digitally capture the courses and angles of surveyed plats, partition plats and record of surveys to create taxlots and other necessary linework as .dgn files. Digitize streams, private roads and other non-surveyed data as pre client's requirements. QC of cogo'ed plats and surveys. Merge individual cogo files to create master file and edge match. Convert master file to ESRI shapefile format. 4. Annotation: Annotate taxlots master file as per Mason County's specifications. QC of annotation. 5.Plotting and Quality Control: Plot individual Microstation .dgn check plots by section. QC plots and make corrections to master file. Re-plot and send to Mason County for QC. 6. Final Correction and Delivery: Make corrections based on Mason County's input. Final QC of master file. Deliver master ESRI shapefile, and Microstation .dgn files per township. During the course of parcel creation OCE deliverd to Mason County a Problem Identification Resolution Form (PIRF) in Excel ® format to track OCE/Customer mapping issues as they arose in the course of mapping. The PIRF form was a chronological listing of mapping issues as they arose, the geographic location of the problem and the mapping issue, as well as the resolution. All PIRFs are recorded in the metadata as the following process steps. Chris Schaefer Oregon Correction Enterprises, Engineering Support Services GIS Manager 503-378-4605 3405 Deer Park Dr. SE P.O. Box 12849 Salem OR 97310 USA Problem Identification Resolution Form Problem #23 Problem Date: 03/01/07 Problem: Survey Vol. 4 Pg. 80 (1670615.tif "1978") creates an approximate 13' overlap with Patricia Beach - Vol. 3 Pg. 14 (3-14.tif "1931"). Watson survey Vol. A Pg. 53 (1672532.tif "1947") apparently based his bearings and or traced from Vol. 3 Pg. 14. All other surveys involved found 1/2" pipe set by Vol. 4 Pg. 80 and thus use the same west line of Gov. lot 1. These surveys are as follows: Vol. 18 Pg. 140 (261863.tif "2/15/1994") Vol. 19 Pg. 107 (278158.tif "2/22/1994") Vol. 26 Pg. 150 (1730418.tif "4/10/2001") Vol. 17 Pg. 198 (243718.tif "3/29/1993"). In addition please address issue of the east line of lot 47 per Vol. A Pg. 53 and Vol. 3 Pg. 14 and the gaps created between Vol. 26 Pg. 150 (1730418.tif "4/10/2001") and Vol. 3 Pg. 14. See attached illustrations for clarification. Please advise. Resolution: This issue deals with the west line of Government Lot 1, which is the east line of Patricia Beach. This issue also deals with a survey by Watson filed under Vol. A at Page 53 at the north end. After reviewing all of the plats, record of surveys and GIS maps, it is my recommendation that you remove the blue lines that reflect the Watson survey and the east line of Patricia Beach then use the two surveys filed in Volume 19 at page 107 and Volume 18 at page 140, the green lines. The property lines must fit the State Highway and the green lines reflect the proper road location. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #4 Problem Date:8/25 /05 Problem: There is documented encrochment on southern boundary of lots 21 & 22 from tif image # 1670388 Vol 2 P 149 and lots 31-35 of Beards Cove No5. Tif image # 1672047 Vol 8 Pg 113 Please advise. Resolution: The apparent overlay in section 30, Township 23 N, Range 1 W, between the plat of "Beards Cove No. 5" recorded at vol. 8, pgs 113 thru 116 (hereafter known as Survey 1) and a plat of "Belfair Manor" by Theodore A. Johnson recorded at vol. 2, pgs 149 thru 151 (hereafter known as Survey 2) can be explained by the notes and by holding the section subdivision of a survey commissioned by the State of Washington Department of Natural Resouces recorded at vol. 1, pgs 155 & 156, under auditiors file numbe 445170 and dated October 1, 1985 (hereafter known as DNR survey). Background history between these surveys is as follows: Survey 1, appears to accept and hold several unsubstantiated section subdivision monuments. Survey 2, accepts a mixture of DNR monumnets, positions based on Survey 1 and on substantiated evidence. It is therefore my opinion that said section 30's section subdivision should be based on the DNR survey, and that the north boundary of "Beards Cove No. 5", as described, should be limited to east-west center section line thereof. This position substantiates the section subdivision only and does not add to, nor take away from, any current or future adverse possission claims. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 11/21/05 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #27 Problem Date: 04/13/07 Problem: An overlap occurs when holding to BLA Vol. 23 Pg. 55 (342200) and survey Vol. 21 Pg. 134 (311517). This is also illustrated on Vol. 22 Pg. 101 (324291). Also refer to SP 1304 (418492). Please advise. Resolution: This issue deals with the overlap of property lines as shown on C. Wivell Subdivision and Short Plat 1304. As was noted the property lines shown on Survey Volume 23 Page 55 and Survey Volume 21 Page 134 create an overlap. This overlap problem was addressed in an amended Record of Survey filed in Volume 22 Page 101. The surveyors note address' the fact that Wivell owned all of the property at the time the subdivision was created so the subdivision holds over the Short Plat data. After reviewing all of the plats, and record of surveys, it is my recommendation that you use the survey information shown on Record of Survey's Volume 22 Page 101 and Volume 23 Page 55. Do not use the information shown in Volume 21 Page 134. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #24 Problem Date: 03/14/07 Problem: Holding to Vol. 24 Pg. 66-68 for the southern and eastern boundaries of the NW 1/4, Vol. 20 Pg. 162 creates an overlap of 2.96' at the center of the NW 1/4. Vol. 20 Pg. 162 describes this point as a 1" Iron Pipe and BLA 96-02 describes it as a #4 Rebar w/ Cap, while Vol. 17 Pg. 69 found a 1/2" Iron Pipe 0.88' south 2.51' west of the calculated position; Vol. 24 Pg. 66-68 does not survey this point and Vol. 12 Pg. 112 gives no description for it. Resolution: This issue deals with the Northeast Quarter of the Northwest Quarter of Section 16 and the unrecorded "Plat of Ellis Bancroft Tracts" that is located in this Quarter Quarter. After reviewing the plat and record of surveys, it is my recommendation that you hold the section breakdowns as shown on Vol. 11 on page 198, Vol. 17 on page 69 and Vol. 24 page 66-68. You should then place the plat inside of the Northeast Quarter of the Northwest Quarter. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA WhiteShield, Inc. was contracted by Mason County to provide parcel construction. The essential tasks that were performed as part of the basemap conversion are listed below: 1. Import the Section Lines of PLSS grid by Section created by the Professional Licensed Surveyor as part of the PLSS Grid Development contract into the project template drawing. 2. Use survey rules and coordinate geometry (COGO) to construct the parcels. 3. Identify all problems with a 200-foot, numbered circle in the drawing file and describe the problem on a correspondingly numbered Problem/Resolution Sheet. 4. Assign attributes for the parcel ID number, and the accuracy of the mathematical closure of the plat or ROS. 5. Create topology for each Section and each polygon will have a block symbol (star) with attached attributes for each polygon. Topology will be named the same as the filename. 6. Extract the block attributes and create an attribute listing to document the polygon and parcel number count. WhiteShield, Inc 425-641-7800 425-641-7734 1520 140th Ave N.E., Suite 100 Bellevue Washington 98005 USA Problem Identification Resolution Form Problem #18 Problem Date: 07/19/06 Problem: A sliver is created between surveys Vol.8 Pg.24 (1671156.tif) and Vol.19 Pg.12 (270655.tif). There is a discrepancy between the surveys of where the east center 1/16 corner is. Both surveys hold to the same point for the center of the section, but Vol.8 Pg.24 indicates the distance to the east center 1/16 corner to be 1317.907' where as Vol.19 Pg.12 shows it to be 1342.17'. Please advise how to resolve this sliver of land. Resolution: The gap indicated in the "Problem Description" associated with PIRF#18 in Section 17, Township 20 N, Range 5 W, between the Survey Vol. 8, Pg. 24, recorded at Auditor's File #389367, by Daniel F. Holman dated March 1981 (hereafter known as Holman Survey 1981) and a Survey Vol. 19, Pg. 12, recorded at Auditor's File #590892 (hereafter known as AES Survey), can be explained by the breakdown of the section subdivision for these surveys. After a review of many surveys within said Section 17, it is my opinion that the section subdivision by Holman Survey 1981 should not be held. Daniel F. Holman conducted another survey Vol. 18, Pg. 31, recorded at Auditor's File #573320, dated June 1993 the section subdivision held for this survey conforms with other surveys found in this Section, including the AES Survey. Also note that the Holman Survey 1981 does not make any indication of found evidence or the origin of calculated potions being held associated with the east quarter corner, center of section, west quarter corner and south quarter corner. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #19 Problem Date: 11/13/06 Problem: When holding to the N1/4 of 24N03W12 as shown on the surveys Vol. 8 Pg. 8,9,10 (Beacon Point Div 1) and Vol. 9 Pg. 32,33 (Beacon Point Div 2), the distance from the N1/4 to the to the Mon 1646 described as "MC NE 12" is 2375.78'. This differs from the measured distance of 2381.56' per surveys Vol. 7 Pg. 11 (1670984.tif) and the distance of 2381.99' per Vol. 1 Pg. 174. This may indicate a double posting at the N1/4 (24N03W12) and/or the MC NE (24N03W12). No surveys indicate a double posting although Beacon Point found a Monument and also refers to two bearing trees. Vol. 7 Pg. 11, indicates a found CAP nailed to a Hemlock. Vol. 1 Pg. 174 and refers to a Conifer. Although the survey is not very legible. The angular gap illustrated on survey Vol. 7 Pg. 11 (created from bearings S84-29-56E and N83-12-37W) calculates to 01-17-19 which differs from the as-built angle of 01-46-05. This angle was established from the section subdivision of Beacon Point plats. The placement of several surveys in 24N03W12 also depend on the resolution to the above issue. Please see attached 24N03W01_A. In addition to the above issue when holding Beacon Point to it's section subdivision (Vol. 8 Pg. 8,9,10) it does not line up with the ortho nor does Beacon Point Drive end at SR101 (placed per 101-348) as illustrated on Vol. 8 Pg. 10 (3 of 5). Attached 24N03W01_B illustrates this discrepancy. The placement of Beacon Point Resort Vol. 9 Pg. 182 is dependant on where this Beacon Point Drive centerline meets with SR101. Please advise. Resolution: The gap indicated in the "Problem Description" associated with PIRF#19 in Section 1, Township 24 N, Range 3 W, between the Survey Plats of Beacon Point, Vol. 8, Pg. 8 thru 12, recorded at Auditor's File #242694, by Sleavin-Kors dated May 1969 and Vol. 9, Pg. 32 thru 35, recorded at Auditor's File #265049, by R.J. Fax & Associates, Inc. dated November 1971, and the Surveys, Vol. 1, Pg. 174, recorded at Auditor's File #300057, by Gordon S. Rector dated April 1975, and Vol. 7, Pg. 11, recorded at Auditor's File #378822, by Don Holman dated June 1980, can be explained by the breakdown of the section subdivision for these Plats and Surveys. After a review of many surveys and the original GLO notes associated with the said Section 1 and Section 12 of said Township and Range, it is my opinion that the section subdivision line, between said Section 1 and Section 12, is more likely to be pursuant to the Rector and Holman Surveys. It appears that the Rector Survey sct, or re-established the Meander Corner, at what was thought to be, the original GLO location. Where, the Plats of Beacon Point were based upon the section subdivision by The DNR dated 1960. Said DNR survey, calculated the location of southeast section corner of said Section 1 (I do not agree that this is the proper way of re-establishing the section subdivision). This does not resolve the indicated gap; it merely explains how the gap came to be. I would recommend that the GIS indicate the section subdivision as noted above, and place the Plats of Beacon Point as they exist, with section subdivision holding the DNR, and indicate or note the gap between the Plats of Beacon Point and the south line of said Section 1. Note, I did not review the Washington State Highway Maps, dated 1925 & 1930, that Rector used to re-establish the Meander Corner. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 12/5/06 Scean A. Ripley, PLS #41296 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #16 Problem Date: 06/14/06 Problem: There is a double posting in the NE Corner of 21N 4W Sec 10. Survey Vol 11 Pg 76 (1671717.TIF) defines the NE corner as a "FND. ALUM. CAP BY H. DINNIS LS# 18086 SET FROM ORG. BT'S". This is 213.52' NE of a Whiteshield monument (1222 MON NE 10), which appears to be the point described in this survey as "FND. BC HEX ON 1" PIPE SET BY SIMPSON FROM ORG. BT'S". Survey Vol 10 Pg 172 (1671632.TIF) also documents the double postings. Please define which NE corner posting should be held, for property boundary & the section corner. Resolution: After review of the researched documents, the position for the northeast corner of section 10, as shown on Survey Vol 10 Pg 172 (1671632.TIF), is the more correct position for the corner. Before accepting this position, it should be noted that the Bureau of land Management (BLM) has performed a dependent resurvey in several sections of this township from 1988 through 1993. My professional opinion is that the BLM plats for the section(s) included in this dependent resurvey be used to establish the corners for the Mason County GIS. The attachment t210n040w-009.jpg shows the complete breakdown for section 10 and is dated 16 January, 1992. I have transcribed the BLM historical background for the dependent resurvey and I have attached copies of the original BLM notes and plats to supplement my finding. TRANSCRIPTION FROM THE BLM FIELD NOTES OF THE DEPENDENT RESURVEY OF A PORTION OF THE SUBDIVISIONAL LINES AND SUBDIVISION OF SECTION 2 AND METES-AND-BOUNDS SURVEY OF A PORTION OF THE ALLOTMENT BOUNDARIES IN SECTION 2, AND THE SUBDIVISION OF SECTIONS 3 AND 10, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M. THE HISTORY OF SURVEYS PERTAINING TO THIS RESURVEY IS AS FOLLOWS: IN 1861, NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, SURVEYED A PORTION OF THE NORTH BOUNDARY, SUBDIVISIONAL LINES, AND MEANDERS OF THE SKOKOMISH RIVER. IN 1873, THOMAS M. REED, U.S. DEPUTY SURVEYOR, SURVEYED AND RESURVEYED A PORTION OF THE SUBDIVISIONAL LINES AND PARTIALLY SUBDIVIDED SECTIONS 1,2,11,12, AND 14. NOTE: DURING THE COURSE OF THIS DEPENDENT RESURVEY IT WAS DISCOVERED THAT THERE WERE TWO ORIGINAL CORNERS FOR THE CORNER OF SECTIONS 2,3,10, AND 11. IN THE OFFICIAL FIELD NOTES FOR THE SURVEY CONDUCTED BY THOMAS M. REED, U.S. DEPUTY SURVEYOR, IN 1873, HE REPORTS SEARCHING FOR AND NOT FINDING THE CORNER AS ESTABLISHED BY NATHANIEL G. TERRILL, U.S. DEPUTY SURVEYOR, IN 1861. REED THEREFORE ESTABLISHES A NEW CORNER FOR THESE SECTIONS AND PROCEEDS WITH HIS SURVEY. THE RECORD OF THE REED SURVEY ESTABLISHES THE FACT THE HE WAS CONDUCTING A NEW SURVEY OF THE SKOKOMISH INDIAN RESERVATION. THIS FACT IS SUBSTANTIATED BY THE METHODS EMPLOYED BY REED, WHICH ARE AS FOLLOWS: (1) REED NEEDED TO ESTABLISH ONE SIXTEENTH CORNERS OF CERTAIN SECTIONS SO AS TO SUBDIVIDE THESE SECTIONS; (2) IN ESTABLISHING THE ONE SIXTEENTH CORNERS, REED SURVEYS SECTION LINES THAT HAD BEEN PREVIOUSLY SURVEYED BY TERRILL BUT MAKES NO MENTION OF SEARCHING FOR OR FINDING THE TERRILL CORNERS, EXCEPT AT THE CORNER FOR SECTIONS 2,3,10,11; (3) THE OFFICIAL PLAT OF THE REED SURVEY RETURNS THE AREA OF THE RESERVATION EVEN THOUGH THE TERRILL PLAY HAD ALREADY RETURNED A PORTION OF THE AREA. ALL OF THE TRUST PATENTS FOR THE LAND WITHIN THE RESERVATION WERE ISSUED AFTER THE REED SURVEY. BASED ON THIS FACT, IT WAS DETERMINED THAT THE REED SURVEY SUPERSEDED THE TERRILL SURVEY WHERE APPLICABLE AND THEREFORE, THE REED CORNER OF SECTION 2,3,10, AND 11 WAS HELD AS CONTROLLING FOR THE PURPOSE OF THIS DEPENDENT RESURVEY. As shown above, the BLM accepted the Reed corner. The distance as shown on the Survey Vol 10 Pg 172 (1671632.TIF) from the southeast corner of section 3 to the next westerly corner, 1258.26 feet, closely matches the distance of 19.065 chains ( 1258.29 feet) as shown on the BLM supplemental plat of section 10 (attached). It is for this reason I believe the Survey Vol 10 Pg 172 (1671632.TIF) depicting the south line of section 3 (also the north line of section 10) to be more correct. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. John F. Fisher, PLS # 41286 Date Resolved: 07/03/06 John F. Fisher, PLS #41286 Parametrix Land Surveyor 360-459-3609 8770 Tallon Lane NE Lacey WA 98516 USA Problem Identification Resolution Form Problem #20 Problem Date: 2/14/07 Problem: SP 2284 (4/12/93) sets a 5/8" rebar w/ cap at the SW corner of lot 2 (PIN 4190082). SP 2345 (10/1/93) finds the monument set in SP 2284 but sets a 1/2" rebar w/ cap 2.42' South & 2.09' East from it. This creates a gap of 2.83' between the NE cor of PIN 4190082 and the SW cor of PIN 4100030. Vol. 27 Pg. 122 (Jan 2002) surveys the line along these two lots, and finds the monument set in SP 2284 but does not reference the one set in SP 2345. Please advise. Resolution: This issue deals with the line between Short Plat 2284 and Short Plat 2345. After review of the Section surveys and the Short Plats, I have found that none of the surveys, in Section 8, agree. Since none of the surveys agree, no real answer can be arrived at so it is my recommendation that you use Short Plat 2345 for the property line. It is my opinion that, for mapping purposes, using Short Plat 2345 will, at least, make the line between the Short Plats a straight line. This opinion is based upon record information and no actual field review was performed. Alan Dubak, PLS Alan Duback Mason County Public Works PLS PO Box 1850; 415 N 6th St Shelton WA 98584 USA Problem Identification Resolution Form Problem #13 Problem Date: 06/09/06 Problem: There is a 14.49' difference in the centerline of Shelton-Matlock Road between several surveys. There is also a difference in radius as the engineering survey (tiff # 2040042) has a radius of 920' and the other surveys in section 27 show a radius of 995'.We would like to use the engineer survey which goes through seven sections, and most surveys hold to it. Please advise as to what you would prefer us to do. (see Shelton-MatlockRD.PDF) Resolution: Based on record research and a subsequent review of said records I do not find any record discrepancy associated with the right-of-way and adjacent properties, because I believe the 14.49 foot centerline difference and radius issues, noted in the PIRF "Problem Description", can be explained by the following: Surveys performed prior to 1987 held the existing physical centerline of the paved road and the right-of-way line was placed 30 feet each side thereof. In 1987 Mason County completed and acquired right-of-way based on County Road Project No. C.R.P. 1042, associated with Shelton-Matlock-Brady Road. The surveys referenced in the PIRF "Shelton-MatlockRD.PDF" were done prior to the acquisition of right-of-way pursuant to said County Road Project. Refer to the following warranty deeds from property owners to Mason County: AFN478168, AFN478169 & AFN479544. Therefore it is my opinion that the right-of-way limits for properties adjacent to said County Road Project should be based upon recorded acquisition documents. No actual field review was performed in determining my opinion. I further reserve the right to modify my opinion in the future based on any additional evidence that may be brought to my attention. Scean A. Ripley, PLS #41296 Date Resolved: 07/31/06 Scean A. 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