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HomeMy WebLinkAboutSUB2012-00008 UDC CONSISTENCY REVIEW Project Pla er: Master#MLA12-00118 Review Type Project Description SUB12-00008 I SHORT PLAT 110 1 •o ' Primary: WAYNE S BROWN Site Address: 41 • PO BOX 93 7 LORDS LAKE LOOP RD QUILCENE WA 98376-0093 UILCENE WA, 98376 ,, n CLARK LAND OFFICE l ( �� W4j L0 Il,d' REP SCOT CLARK PO BOX 2199 SEQUIM WA 98382 Project Location: Parcel number 702 111 004, Section 11, Township 27, Range 2W, Wm, located at 27 Lords Lake Loop Rd, Quilcene 98376 Parcel Number: 702111004 S-T-R: 11-27N-02W TotalAcreagf >of 10,93-ACAAA Legal Description S11 T27 R2W N1/2 NE(S330' W OF USFS RD) Land Use: 1100 Flood District: Fire District: 2 Planning Area: 10 Flood Map(FIRM)Panel No: School 48 Zoning: PAL COMP PLAN DESIGNATION: t COMMUNITY PLAN: UGA: UGA Trans MPR: WATER SUPPLY UTILITY: Service Area PUD: Plot plan states"property line" ' Assessor's Map (Property •• on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) 4, Legal Access to Prope • NO Il►je Parcel Tags or Scanned Documents YES NO Y' A ESA's: Special Reps-- earby YES -' ,/ Designated Ag YES NO Shoreline Designation®NO C SQh v CeA/vt i Shoreline Si. tability: ES NO (( Stream Ty./110 ,.. • F" Fish&Wild 1 e:YL_NO Wetlands: YES 0 Rare Plants o Seismic: 411> - 1! .∎ NaMfflinti _ 'i� • 1 i . i NLandslide: Q Flood: On r ce Erosion: 1160 NO . Lk,A ,A. Aquifer Rec J., t- Are NO _ =.., /g A.. i::11 SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moate Risk Disconnected CMZ Stormwater sit- o, s submitted: Yestl�lo I5,4. Forest Lands: NO `J Adjoining Fore ands: _ •' Commercial/ Rural/ Inholding Mineral Lands: YES ,44 Agricultural Lands: YES NO �{�] Archaeology: YES NO Stormwater: New Impervious Surface Land Disturbing Activity_ ESA's ���%%%��\ Stormwater Req's: Min Req#2 Min Req#1 thru#5 Min Re #1 thru#10 En ring 4 \ ]# Notice Provisions/Disclosure: Airport YES RL YES NO orest Lands YES NO [ , Landscaping Required:Yes ,' Parking Spaces ' -: 'red O Other `111 Building Height: 10 UBC Standard ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only Total Building(s)Size: 17(..._ RVC:20,000 SF CC:5,000 NC:7,500 SF GC:10,000 SF All otherssul�ect to sep' &water constraints/None specified Setbacks: Front SF Left Side: S " Right Side: S Rear: Shoreline Setback: LSHA Setback: 5.4 Road Classification: M IINEM U • I ! a 3 0 Road Approach.E. STING NOT REQ'D AP SEPA Requira, EXEMPT Flood Certificate: ] Existing Case(s) &Condition(s): � _, Violations: Yes Recorded Date of Subdivision: Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old OrI nance Lots/Require Declaration of Restric ' Covenant YES O�, ,ubmitted: YES et UGA No Protest Agreement ,- 07 submitted: YES I • n , Site Visit conducted YES 0 ,Try V' ADMIN: Setbacks entered. in Permit Plan : 4.—N/AYEj) New Parcel Tags entered in it Plan YES Special Reports Scanned /A YES No parcel tags found for parcel Associated CASES status issued finaled description 702111004 MLA03-00086 PRJ03-00032 P MANUFACTURED HOME INSTALLATION BLD03-00108 F 3/14/2003 3/1/2005 NEW MANUFACTURED HOME INSTALLATION MLA12-00118 SUB12-00008 P SHORT PLAT PRE11-00025 of 2/2/2012 .5-1300— PRE APPLICATION TO SUBDIVIDE INTO 2 PARCELS SOM02-00251 F SEP02-00251 F 12/3/2002 4/12/2004 SEP71-46 also on this 9.6ac property for the ADU SOM71-00046 F SEP71-00046 F 4/16/1971 6/24/1971 SEP02-251 also on this property for the primary residence USR03-00007 F 2/28/2003 2/28/2003 ct4C6111(b\) 6-c@ c,�e tin1C. iv e)(-- • a t a LONG OR SHORT PLAT WITH SEPA REVIEW FORM 1 APPLICATION ' v G " PRELIMINARY APPROVAL: MLA NUMBER: rwHa..'-1 I EXPIRATION DATE: SUB NUMBER: 6 j) Q( a - © V‘ DATE MAILED: APPLICANT: n P -6000 r REPRESENTATIVE:` FINAL PLAT APPROVAL j�j-} Q'(1 cit PLAT CERTIFICATE RECEIVED: NAME OF PLAT: MAIN. AGREE/EASEMENT: ek LOT CLOSURES RECEIVED: PLANNER: TA-*W7 , BLUE LINES RECEIVED: PRE-APPLICATION ID • TE:02., BLUE LINES DISTRIBUTED: APPLICATION RECEIVED: S 3O /a. RED LINE SENT TO SURVEYOR: APPLICATION COMPLETE DATE: ORIGINAL MYLAR RECEIVED: NOTIFICATION LETTER MAILED: BOCC AGENDA DATE: APPLICATION NOT COMPLETE: RECORDED DATE: REQUEST INFORMAION BY: AFN: INFORMATION RECEIVED: MASTER MAILING LIST SEPA REVIEW APOS APP REP SITE INSPECTION DATE: 1,4 INTERESTED PARTIES NOTES: NO FIRE DISTRICT: 1 2 3 4 5 6 Pi SCHOOL DISTRICT: 20 46 48 49 50 MAILED: 7 ao I c - PUBLIC WORKS DEPT: m : 'Y POSTED: c� BY: HEALTH DEPARTMENT: •.�!'s►R SP_0. H PUBLISHED: 7 a5 ASSESSORS OFFIC. : SHERRI i, PAT ' COMMENT PERIOD D /y DAYS C� CITY OF PORT TOWNSEND FROM: 7/25-7/c9, TO: WO aL �L--"PUD #1 COMMENTS RECEIVED: )J/ JEFFERSON COUNTY SHERIFF: TONY HEALTH DEPARTMENT: ._ JEFFERSON TRANSIT PUBLIC WORKS: PORT OF PORT TOWNSEND ASSESSOR'S: WSD OF ECOLOGY, SEPA WSD OF ECOLOGY, JEFF STEWART THRESHOLD: DS DNS MDNS CK WSD OF FISH & WILDLIFE, OLYMPIA, SEPA • ILED: L-- WSD OF FISH & WILDLIFE, PORT ANGELES PUB HED: . WSD OF FISH & WILDLIFE, WIND POWER COMME PERIOD: • YS WS DNR, OLYMPIA, SEPA FROM: TO: .B' WS DNR, ROSS GOODWIN COMMENTS ' . IVED: WS DNR, FORKS HEALTH DEPART . . ,-Ef' WS DOT, SEPA PUBLIC WORKS: ,B' WS DOT, ART SPORSEEN FINAL: FD. FDNS 4 DNS ,' DEPT OF ARCHEAOLOGY& HISTORIC PRES DATED: ---Efr U.S. ARMY CORPS OF ENGINEERS END ►. APPEAL PERIOD: . LMC COMMITTEE - LED: t! BOCC 16! PORT TOWNSEND LEADER H .RING EXAMINER REVIEW t! PENINSULA DAILY NEWS HEA' ' G EXAMINER DATE: , WS DEPT OF HEALTH: NOTICE ' LISHED: JEFFCOM 911: NOTICE MAI D: ❑ POSTED: BY: ❑ RECOMMEND• IO ' C.: ❑ DATE REC AILED: SEPA A ' 'EAL TO HEARING • MINER: TRIBES DAT OF APPEAL: HOH TRIBE, ALEXIS BARRY 0 ICE MAILED: JAMESTOWN S'KLALLAM TRIBE, L.JENKINS POINT NO POINT TREATY COUNCIL, JACKIE McLAUGHLIN VARIANCE N- 0 i ST: PORT GAMBLE S'KLALLAM TRIBE, KARA HORTON YES .- • CO 'LETED: cgs-. QUILEUTE NATION C—i - QUINAULT TRIBE, MARK MOBBS ',r SKOKOMISH TRIBE, KRIS MILLER/RANDY LUMPER gaol' SUQUAMISH TRIBE, ALISON O'SULLIVAN G:\PLNCNTR\DRDReviewForms April 2009 �laq (a ttfAl wow q d� N coa, Donna M. Eldridge .s JEFFERSON COUNTY AUDITOR . ....4P 4:44 4.101111,404 P.O.BOX 563,FORT TOWNSEND,WA 98368 4P$ GtO E-MAIL:deklridge@co.jeffersomwa.us (360)385-9118 diag(360)38.5-9116 F ■ '1F ,'Q I: From: ; a nnierSwaffo { , :renda Huntingford Subject: Review of Plat Date: 10 - 1- 13 x PLAT NAME Porn pgi y A -A- - Recording Fee for Long & Short.Plats, Condo,.& Large Lot.....$138100 Recording Fee for Conditions, Restrictions, and Covenants Recording Fee for Easement ** Recording Fee for Agreement **Ali dents must go through the Treasurer before recording. z:, Reber to cross reference Auditor File Numbers with plat and documents pertaining to plat(Le. Road Maintenance Agreement,CC&R's,Water Agreement Easements, etc.). Notes:: ,_ I cif 36 1 ,Klu„si- bL S-urn - L. ' r 1....!,..1 ( . A 16441,...: .4.....' _ it. & ..,4 Ile ` �A.1 14:Vi CAA _.t/Y' 8 .0 PC's- - y 1 Bonnie"Swaffo I Brenda Hun ford t. Accounting Elections Licensing Recording FAX 385-9121 .385-9117 385.9'115 385-9116 385-9228 S y October 7, 2013 TO: Jefferson County Auditor's Office/ C)t/_-VU-l.,se.- S FROM: Development Review Division SUBJECT: Final Plat Review: SUB12-00008 Subdivision Type: SPA Applicant: WAYNE S BROWN Subdivision Name: WAYNE BROWN SHORT PLAT REQUEST FOR REVIEW FOR FINAL PLAT APPROVAL ATTACHE FOR YOUR REVIEW AND COMMENT IS A COPY OF THE: Blue Line Road Maintenance Agreement CC & Rs Total Recording Fee $ Other PLEASE SUBMIT WRITTEN COMMENTS TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT BY OR BEFORE October 14, 2013. IF YOU HAVE ANY QUESTIONS OR NEED FURTHER INFORMATION, PLEASE CONTACT THE DEPARTMENT OF COMMUNITY DEVELOPMENT. THANK YOU IN ADVANCE. WJ \ October 7,2013 \tidemark\data\forms\F_SU B_PltRvw_Auditor.rp SUB12-00008 WAYNE S BROWN PO BOX 93 QUILCENE,WA 98376-0093 1 1 &WcVk Offc.,,,a, /3.- Highlights from Monday's Commissioner Meeting November 26,2013 ",,� 4;p „, et iii �a :: ".� I .:p �'`., a� � -s, �zap �. � is is d no am,* ; comments made by citizens in attendance at the meeting and Transportation(DOT);and 3)AGREEMENT,Amendment No.1 reflect their personal opinions: re: Individual Employment and Individual Technical Assistance; • 13 citizens voiced their support for the Port Townsend Concerned Citizens Recreation Center and its programs. Benefits for children Memorandum of Understanding(MOU)re:Warrant Entry and the community were pointed out.Some suggestions Services;JeffCom were to:raise program fees,raise taxes and keep budget Final Short Plat Approval re: Pumpkin Patch Short Plat(Wayne cycle concurrent with the school year.A majority of Brown Short Plat)#MLA12-00118/#SUB12-00008;To those who support the Port Townsend Recreation Center Subdivide a 10.73 Acre Parcel into 2 Residential Lots; Located would like to have more information on how they can at 27 Lords Lake Loop Road,Quilcene;Wayne and Patty help save the center; Brown,Applicants • A citizen mentioned a salmon article published in a local Letter of Intent re: Beausite Lake Trust Land Transfer Project paper last week regarding restoration in Jefferson #02-090358;Washington State Department of Natural County. He pointed out the article did not mention work Resources(DNR) that land owners have done without mandatory buffers; Payment of Jefferson County Vouchers/Warrants Dated • A citizen stated:1)He is pleased with the two candidates November 14,2013 Totaling$1,541,382.26 for the Assessor position;2)Half the children that attend Payment of Jefferson County Payroll Warrants Dated Chimacum Schools have subsidized lunches;and November 20,2013 Totaling$72,496.50 and A/P Warrants 3)County residents believe that the City is full of Done by Payroll Dated November 20,2013 Totaling$15,351.95 Communists that try to make life miserable for them; COMMISSIONERS BRIEFING SESSION:The Commissioners • A citizen stated:1)Reiterated that Recreation Center fee provided updates on the following items: increases were a good idea;2)On Consent Agenda Item All 3 Commissioners No.6,the Sheriff's last name was misspelled;3)The - Attended the Washington State Association of Counties proposed Solid Waste minimum fee would increase by (WSAC)Conference.Each Commissioner attended meetings 100%for 50%of the people;and 4)The proposed within the conference regarding a variety of topics. Ordinance re:Solid Waste fees,the language has been Jefferson County received a Smart Community Award for changed since the hearing and he believes there should the Mystery Bay Management Plan and the South Port be another hearing because of the changes; Townsend Bay Management Plan. CONSENT AGENDA:The Board deleted and later approved Item Commissioner Johnson No. 1 re:Ordinance No.06-1125-13 Establishing Revised Fees - Attended the Northwest Straits Conference and a Timber for the Public Works Solid Waste Division and to Adopt Counties meeting last week. Amendments to the Jefferson County Code.The following items WORKSHOP re:Conservation Futures:Conservation Futures were approved as submitted: (CF)Citizen Oversight Committee Chair met with the Board RESOLUTION NO.58-13 re:Adopting the Jefferson County regarding proposed additions and changes to the County Code Cost Allocation Plan for Fiscal Years 2013 and 2014;Jefferson regarding the CF fund.The Board will consult legal council. County Auditor's Office UPDATE re:Hood Canal Coordinating Council(HCCC)Storm 3 AGREEMENTS:1)NO.JC1332 re:South Discovery Bay, Water Retrofit Grant:Department of Community Development Olympic Discovery Trail(ODT)Project;Washington State (DCD)staff and a member of the Hood Canal Coordinating Department of Transportation(DOT);2)AGREEMENT Council(HCCC)met with the Board and gave an update of the NO. LA7591 re:Upper Hoh Road Access Preservation,MP Storm Water Retrofit Grant and project rankings.No action was 3.338 Culvert Replacement,CR1896,Federal Aid Project No. taken. JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS CONSENT REQUEST \A Li (Lr \ ) TO: Board of County Commissioners BoCC O Y (BoCC) Philip Morley, County Administrator FROM: Carl Smith, Director of Community Development (DCD) Stacie Hoskins, Planning Manager E(A-- David Wayne Johnson, Project Plann DATE: November 25, 2013 SUBJECT: Final Short Plat Approval for Pumpkin Patch Short Plat, SUB 12-00008 STATEMENT OF ISSUE: Final short plat approval of a two-lot short subdivision located at 27 Lords Lake Loop Road, Quilcene,WA 98376. Requesting final approval and signing by the BoCC per Chapter 18.35 JCC and RCW 58.17.170. The Applicants are Wayne and Patty Brown. ATTACHMENTS: • Written Findings and Conclusion w/Final SEPA MDNS • Type II Land Use Approval—MLA 12-00118. • Final Plat Review Copy • Mylar ready for BoCC signing ANALYSIS: Staff has determined that the application as submitted on May 30, 2012 meets the required criteria of Chapter 18.35.130 as addressed in written Findings and Conclusions and Preliminary Plat Approval MLA12-00018. Written Findings and Conclusions are required per RCW 58.17.195 which state in part that a county makes a formal written finding of fact that the proposed subdivision or proposed short subdivision is in conformity with applicable zoning ordinance or other land use controls which may exist. ALTERNATIVES: The requested action is mandatory per RCW 58.17.170 and Chapter 18.35 JCC. FISCAL IMPACT/COST BENEFIT ANALYSIS: There is no identifiable fiscal impact related to this request for final plat approval. RECOMMENDATION: Per Jefferson County Ordinance and State Law,DCD requests that the BoCC grant final short plat approval by adopting the written findings and conclusions and sign the final Mylar. REVIEWED BY: ArAtaftsaLt /2-01:13 0 • ► : it { "•�'7 Administrator FINDINGS AND CONCLUSIONS FOR ADMINISTRATIVE SUMMARY DECISION Wayne Brown WAYNE BROWN SHORT PLAT; SUB12-00008/MLA12-00118 Proposal: Subdivide 10.73 acres into 2 lots with a minimum lot size of 5.00 acres for residential use. The property is zoned RR 1:5. Property Location: The property is located at 27 Lords Lake Loop Road, Quilcene; just northwest of the intersection of SR 101 and Lords Lake Loop Road, Quilcene. Legal Description: APN 702-111-004; North V2 NE quarter (South 330 feet west of the USFS Road)within Section 11, Township 27 North Range 2 West, WM. Property Description: Lords Lake Loop Road runs parallel to the eastern property boundary and the Little Quilcene River runs parallel to the western property boundary just inside the parcel boundary. The parcel has two existing single family residences, two wells, two septic system and components and some out- buildings. The property is heavily vegetated except where driveway accesses and development have occurred. A driveway runs parallel to proposed Lot 1 southern property line and then continues to head north on the eastern portion of proposed Lot 2 to the parcel north of the subdivision where it connects to Lords Lake Loop Road. The northwest corner of the parcel is at an elevation of approximately 197 feet; the southwest corner's elevation is approximately 191 feet; the southeast corner's elevation is approximately 188 feet and the northeast corner is approximately 200 feet. Proposed Lot 2 has the highest elevation of approximately 208 feet. The lots are served by a private driveway accessed off of Lords Lake Loop Road located in the southeast corner of the parcel and runs parallel to Lot 1 southern boundary then continues north through the eastern portion of Lot 2 and continues through to the parcel to the north of the proposed subdivision where it reconnects to Lords Lake Loop Road. Community Plan: The Jefferson County Comprehensive Plan Land Use Map designates the site as Rural Residential 1:5. Surrounding Area: The smallest parcel in the vicinity of the proposed subdivision consists of approximately 0.41-acres however; the majority of the surrounding parcels on average are close to 5-acres in size. The parcel immediately west of the proposed short plat is approximately 81-acres in size. Several of the Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 1 of 20 S i surrounding parcels have existing houses and several of the parcels are undeveloped. Access to surrounding parcels is via Lords Lake Loop Road, SR 101,Rice Lake Road,Leland Valley Road and private easements. Applicable Goals and Policies: Jefferson County Comprehensive Plan Chapter 3, "Rural Residential Land Use Policies",pages 3-47 to 3-49. Chapter 3, "Transportation Policies",page 3-61. Chapter 3,"Rural Character Policies", 3-61 to 3-64. Applicable Ordinances: Ordinance No. 11-1218-00,Jefferson County Code(Title 18) SEPA:The proposed short subdivision is subject to environmental review under WAC 197-11-800 (6)(a); approval of short plats on lands covered by water. Notice Information: Mailed to county agencies and adjacent property owners July 20, 2012. Published in the July 25, 2012 edition of the Jefferson County-Port Townsend Leader. Applicant posted site on July 30, 2012 per Affidavit of Posting Notice. Testimony: No verbal or written testimony was received on this application. Agency Responses: • County Public Works Department: Written comments dated December 13, 2012 are hereby incorporated by reference. • County Health Department: Written comments dated November 13, 2012 are hereby incorporated by reference. • Jefferson County Assessor's Office: Written comments dated July 26, 2012 are hereby incorporated by reference. • Department of Ecology: Written comments dated August 8, 2012 are hereby incorporated by reference. • City of Port Townsend Community Development: No comment received. • PUD#1: No comment received. • Jefferson Transit: No comment received. • Port of Port Townsend: No comment received. • WDFW SEPA: No comment received. • DNR SEPA: No comment received. • East Jefferson Fire &Rescue: No comment received. • Port Townsend School District 48: No comment received. • Hoh Indian Tribe: No comment received. • Point No Point Treaty Council: No comment received. • Port Gamble S'Klallam Tribe: No comment received. • Quinault Indian Nation: No comment received. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB 12-00008 Page 2 of 20 • Quileute Nation: No comment received. • Skokomish Tribe: No comment received. • Suquamish Tribe: No comment received. • Jamestown S'Klallam Tribe: No comment received. Staff Findings and Conclusions: 1. The proposal is to subdivide 10.73 acres parcel into two(2)residential lots. 2. The proposed short subdivision is subject to the policies of the Jefferson County Comprehensive Plan. The applicable policies are discussed below. 3. The proposed short subdivision is subject to the requirements of Chapters 18.30 and 18.35 of the Jefferson County Code (JCC). There are several ordinance requirements that apply to the proposed subdivision: Chapter 18.30.30 JCC Water Supplies; Chapter 18.30.040 JCC Sewage Disposal; Chapter 18.30.080 and 090 JCC Roads; Chapter 18.35 Article IV JCC Short Subdivisions. The applicable criteria and requirements are discussed below. 4. The Jefferson County Comprehensive Plan Rural Residential Land Use Policy LNP 3.3 states: "Rural residential densities shown on the Land Use Map shall be designated by three (3) residential land use densities: one dwelling unit per five (5)acres, one dwelling unit per ten (10) acres, and one dwelling unit per twenty (20) acres in size and subject to the following criteria: LNP 3.3.1: A residential land use designation of one dwelling unit per 5 acres (RR 1:5) shall be assigned to those areas throughout the County with: a. an established pattern of the same or similar sized parcels (i.e., 5 acres) or smaller sized existing lots of record; b. parcels of similar size (i.e., 5 acres) or pre-existing smaller parcels along the coastal areas; c. parcels immediately adjacent to the boundaries of the Rural village Centers; and d. as an overly to pre-existing developed"suburban"platted subdivisions. e. Parcels designated as Forest Transition Overlay. The parcel is a legal conforming lot consisting of 10.73 acres and zoned RR 1:5. The subject property is surrounded by on average 5-acre parcels. Lords Lake Loop Road runs parallel to the eastern boundary and the Little Quilcene River runs parallel to the western property boundary just inside the parcel boundary. Approval of this subdivision request is consistent with the mapped zoning designation of RR 1:5 and the surrounding parcels. To create an additional lot within the county continues to have a sufficient variety of rural densities as it has legislatively created RR 1:5; RR1:10 and RR1:20 zones and is consistent with the Comprehensive Plan Land Use Policy. 5. The Jefferson County Comprehensive Plan Rural Residential Land Use Policy LNP 14.1 states: Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 3 of 20 "Ensure that land use decisions are based on land use ordinances which are in compliance with the Critical Areas Ordinance and all applicable state and federal environmental laws." The proposed lots both have existing single family residences and garages. Each lot has its own septic system and drainfields as well as individual on-site wells. The entire parcel is located within a SUSC aquifer recharge area. A septic permit (SEP71-46) was permitted for the 1972 house. A second septic permit (SEP02-251) was permitted for the 2003 manufactured home. The submitted proposal does not require additional aquifer protection measures. Future permits will be reviewed by the county to assure the greatest protection of the aquifer recharge area. Development of a stormwater site plan is not required for the development of the plat. Proposed Lot 2 western boundary is identified as conservancy shoreline designation due to the location of the Little Quilcene River. The stream requires a 150 foot buffer on each side of the stream as measured from OHWM. In addition to the 150 foot buffer, a 5 foot building setback is also required on each side of the stream,measured from the edge of the stream buffer. The parcel is identified as being located within a seismic hazard and erosion hazard zones on the west side of the river. East of the river are two existing single family residences and septic systems. The short plat is to divide the parcel so that each residence and improvements are located on its own parcel. No development will occur on the west side of the river within the seismic or erosion hazard zones. The portion of the parcel lying adjacent to the river and to the west of the river is identified as being located within a flood hazard Zone A. No development exists on the west side of the river and no development is being proposed on the west or east side of the Little Quilcene River. Existing residences, out buildings, wells, septic and components located on each proposed lot, are well outside of the mapped flood zone hazard area. Future permit reviews will assure that proposed building and/or development will continue to be located outside of the flood zone hazard area. The surveyor shall be responsible for surveying the existing location of the Little Quilcene River on both sides to accurately reflect its location and the 150 foot FWHCA buffer and the 5 foot building setback line. No other critical areas were identified on site. 6. The Jefferson County Comprehensive Plan Transportation Policy LNP 17.1 states: "Encourage development and land use proposals that utilize existing transportation systems and provide non-motorized transportation opportunities." Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 4 of 20 There is an existing driveway that is accessed from Lords Lake Loop Road in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. The initial segment of the access road appears to be located on the adjoining parcel to the south. This should be noted on the final plat. An adequate access road will ensure protection for public health and safety. Provision of a second access to the site from the public road system is not necessary. 7. Chapter 18.30.030 JCC Water Supplies: "When the development or redevelopment of land requires the availability of a supply of potable water as determined by the Administrator, potable water shall be delivered by a means approved by the Washington Department of Health and/or Jefferson County Health and Human Services." There are two existing wells that serve the two parcels within this short plat. Water quality information submitted with the application indicated adequate source of water from both wells. The wells must be identified on the plat with the well tag number if applicable and the 100 foot well radius easement. Label Lot 1 well with USR 03-07 to distinguish it from the other well. The final mylar shall depict the water line located from the well to the existing residence on proposed Lot 1. 8. Chapter 18.30.040 Sewage Disposal: "All development shall be provided with an individual, on-site septic system and drainfield approved by the Jefferson County Health Department in compliance with Chapter 8.15 JCC, unless the Jefferson County Health Department determines that public sewer is available which would then require connection to the approved public sewer." There are two existing septic permits on the subject parcel; SEP71-46 which serves Lot 1 and SEP02-251 which serves Lot 2. Soils test pits were evaluated on each lot and shall be graphically portrayed on the face of the final plat with their respective soil log number. Environmental Health provided the following comments as conditions of preliminary approval: • Remove the building constructed over the drainfield as depicted on Lot 2. Removal shall be verified prior to final plat approval. • On Proposed Lot 1 the area identified as 21' x 70' reserve area for existing house shall be removed. (Remove the language and the box/reserve area itself). Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 5 of 20 9. Chapter 18.30.080 JCC Roads: "Roads providing access to or within subdivision shall be constructed to the standards of the Department of Public Works. Public Works road design standards require provision of a 20 foot wide clear zone." There is an existing driveway accessed off of Lords Lake Loop Road that is located in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. The initial segment of the access road appears to be located on the adjoining parcel to the south. This should be noted on the final plat. An adequate access road will ensure protection for public health and safety. Provision of a second access to the site from the public road system is not necessary. If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. The access road will serve two existing residences with the potential for two ADUs. It will have a very low traffic volume. It may not be wide enough to ensure adequate fire and emergency vehicle access. In order to ensure adequate fire and emergency vehicle access, the access road should meet the Department's minimum standard for a Rural Access Road / Driveway. It should have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 foot and 25 foot tapers at each end. A turnout should be constructed where the access road curves to the right, approximately 800 feet west of Lords Lake Loop Road. In addition, the road approach from Lords Lake Loop Road should be constructed with a 20 foot width for the initial 30 foot with a 25 foot long taper to the 14 foot wide traveled way. If access road improvements are required, they should be constructed with a 6 inch minimum compacted thickness of gravel base and two inches minimum compacted thickness of crushed surfacing top course. As an alternate to constructing these improvements, the proponent may provide written confirmation from the Quilcene Fire District that access road improvements are not necessary to ensure adequate fire and emergency vehicle access. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 1 2-00 1 1 8/SUB 12-00008 Page 6 of 20 • 10. Chapter 18.30.080(1)m JCC Roads: "Easements for private roads providing access to and/or internal circulation within subdivisions shall be 60 feet in width. Easement width may be reduced on the recommendation of the Department of Public Works based on a finding that the public health, safety, and welfare will be protected and that the easement width is adequate for the construction and maintenance of roads and utilities. Where reduced access easement widths are proposed,parallel utilities easements may be required." There is an existing driveway accessed off of Lords Lake Loop Road that is located in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 11. Chapter 18.30.080(1)n JCC Roads: "Access easements from the County Road system to the subdivision shall be provided consistent with the requirements of this Code. Access from the public road system shall be depicted on the final plat." Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final plat. All easements of records shall be graphically portrayed on the final plat with the Auditor's File Number (AFN)of the easements also reference on the face of the plat. 12. Chapter 18.30.080(1)p JCC Roads: "Subdivisions shall establish an agreement for the continuing maintenance of private roads either by recording a separate instrument and referencing said instrument on the plat or by declaring a maintenance agreement on the plat. The applicant shall submit the maintenance agreement to the Department of Public Works for review and approval prior to final plat approval." The proponent shall establish an agreement for the continued maintenance of the access road by recording a road maintenance agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to final plat approval,the proponent shall submit the Agreement to the Public Works Department for review. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 7 of 20 13. Chapter 18.35.130(a) "Short subdivisions shall be given preliminary approval, including preliminary approval subject to conditions, upon finding by the administrator that all of the following have been satisfied: (1) The proposed subdivision conforms to all applicable county, state and federal zoning, land use, environmental and health regulations and plans, including, but not limited to the following: i. The Jefferson County Comprehensive Plan: and ii. The provisions of this Code,including any incorporated standards; (2) Utilities and other public services necessary to serve the needs of the proposed subdivision shall be made available, including open spaces, drainage ways, roads, streets and other public ways, potable water, transit facilities, sewage disposal, parks, playgrounds, schools, sidewalks, and other improvements to assure safe walking conditions for students who walk to and from school. (3) Approving the proposed short subdivision will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Based on the previous findings, the proposal is found to be consistent with the Comprehensive Plan, Chapter 18 of the Jefferson County Code and the Jefferson County Coordinated Water System Plan. Provisions for open spaces, drainage ways, streets/roads, alleys/other public ways, potable water supplies, sanitary wastes, and parks and recreation have previously been addressed. The site is not within the vicinity of Jefferson Transit bus routes. The site is within the Quilcene School District. Based on current policy of the school district, students living within the site boundaries would not be required to walk to school. Bus service would be provided under the current policy of the district. There is no probable significant adverse environmental impact. The public interest would be served by the division of the 10.73-acre parcel into two lots intended for recreational/residential use. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 8 of 20 WAYNE BROWN SHORT PLAT PRELIMINARY CONDITIONS DEPARTMENT OF PUBLIC WORKS: 1. All easements of record shall be graphically portrayed on the final plat with the Auditor's File Number(AFN) of the easement(s) also referenced on the face of the plat. 2. Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final mylar. 3. If access road improvements are required,the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 4. There shall be a Notice to Potential Purchasers on the face of the final plat that stating that the initial segment of the access road is on the adjacent parcel. 5. The access road shall be constructed to the specifications of the Jefferson County Public Works Department's typical section for a Rural Access Road/Driveway. It shall have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 feet and 25 foot tapers at each end. A turnout shall be constructed where the access road curves to the right,approximately 800 feet west of Lord Lake Loop Road. In addition,the road approach from Lords Lake Loop Road shall be constructed with a 20 foot width for the initial 30 feet with a 25 foot long taper to the 14 foot wide traveled way. Access road improvements shall be constructed with a 6 inches minimum compacted thickness of gravel base and 2 inches minimum compacted thickness of crushed surfacing top course. 6. If road improvements are constructed,the proponent shall implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. 7. Prior to final plat approval the proponent shall either construct the access road to the Public Works Department standard or provide an original written, signed confirmation from the Quilcene Fire District that access improvements are not necessary. 8. The proponent shall establish an agreement for the continued maintenance of the access road by recording a Road Maintenance Agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to recording the Agreement and prior to final plat approval,the proponent shall submit it to the Public Works Department for review. 9. Existing addresses shall be verified for accuracy and consistency with the 911 Emergency Locator System Ordinance and if corrections to addresses are required, they shall be made prior to final plat approval. 10. Address plates for the lots shall be located in accordance with the provisions of the Jefferson County 911 Emergency Locator System Ordinance. 11. In accordance with the Jefferson County Fee Schedule Ordinance, the Public Works Department charges an hourly fee for application and plan reviews, project inspections, Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 9 of 20 meetings, hearings, and final review. The proponent shall pay all fees incidental to the proposal prior to final approval. In the event that approval for the proposal is denied by Jefferson County or the proponent does not complete the proposal,the proponent shall still be responsible for paying the Department's fees. The Department's fee is currently $79 per hour. 12. The proponent shall submit a blue line copy of the site plan and lot closure information prepared by a licensed surveyor to the Department for review. The proponent shall make any corrections or additions prior to final approval. 13. After all preliminary plat conditions are met;the proponent shall submit a final mylar of the plat to the Department for approval by the Director of Public Works. HEALTH DEPARTMENT: 14. The location of the soil test pits and corresponding test pit number shall be graphically portrayed on the face of the final plat. 15. The building constructed over the drainfield on proposed Lot 2 shall be removed. Removal must be verified prior to final plat approval. 16. Remove from the survey drawing the area identified as "21' X 70' Reserve Area For Existing House." Remove the language and the box/reserve area itself. (This is shown on Proposed Lot 1). 17. In the same area as mentioned above,remove the language "for House#27." Retain the box/reserve area and the label of the reserve area. 18. The two wells must be identified on the plat with the well tag number if appropriate. 19. The well on proposed Lot 1 shall also be labeled with county assigned number USR03-7. 20. Show the existing water line location from the well to the existing residence on proposed Lot 1. DEVELOPMENT REVIEW DIVISION: 21. Based on requirements of Chapter 18.35 JCC Final Short Plat,the final mylar shall be prepared in accordance with the final short plat checklist. A copy of Chapter 18.35 JCC is attached. 22. An accurate vicinity map shall be graphically portrayed on the face of the final plat. 23. The final blue line shall depict the name of the subdivision and the county assigned number of SUB 12-00008/MLA 12-00118 on all sheets of the mylar. 24. The names and parcel numbers of adjacent owners shall be deleted from the final mylar survey. 24. The name of the short plat will need to be changed to remove "Brown" as there are already several plats with that name in it. Whatever the new name will be, will need to be verified by the county to assure it is not a duplicate or similar to a previously recorded plat. 25. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 1 2-001 1 8/SUB 12-00008 Page 10 of 20 26. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt,clay particles,and soil will damage aquatic habitat and are considered to be pollutants. 27. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 28. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. ' likelihood that stormwater runoff will contain projec t 29. After completion of this p � there, I Increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 30. Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 31. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 32. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 33. All temporary erosion control systems shall be designed to contain the runoff from the developed two year,24-hour design storm without eroding. 34. Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 35. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 36. This project may require a construction stormwater permit (also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wagov/proframs/wq/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUBI2-00008 Page 11 of 20 37. The surveyor shall survey both sides of the Little Quilcene River to accurately reflect its current location. 38. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 39. A building setback line of five feet is required from the edge of any stream buffer;however, nonstructural improvements such as septic drainfields may be located within setback areas. The building setback line shall be graphically portrayed on the face of the final mylar. 40. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Stream buffers shall be retained in their natural condition;however,minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. • A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs,trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. • Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer-Do Not Remove or Alter Existing Vegetation." • All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. • Lighting from any source shall be directed away from the stream buffers. • Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction,replanting with native vegetation shall be required. 41. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Petroleum, fertilizers, cleaners,pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. • Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. • Do not dispose of yard waste (grass clippings,trimmings, etc.) or any other waste in the stream or its buffer. • Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 12 of 20 42. An updated plat certificate or supplement shall be submitted with the final blueline and shall be 30 days current. 43. Certificates for the Board of County Commissioners, Clerk of the Board, Director of the Department of Public Works, Department of Community Development Administrator and Environmental Health Department need to be added. 44. Utilities and transportation facilities should be installed in the same rights-of-way when the effect will be to reduce the adverse impacts on the physical environment. 45. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Outdoor residential storage shall be maintained in an orderly manner and shall create no fire safety,health or sanitary hazard. • Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept,and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC,and such storage shall meet the requirements of JCC 18.20.100,Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 46. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Exterior lighting for residential uses shall not exceed twenty feet(20')in height from the finished grade excepting when such lighting is an integral part of building or structure. Ground level lighting is encouraged. • Exterior lighting shall be energy efficient and shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel. • Exterior lighting shall be directed downward and away from adjoining properties and public rights-of-way. No lighting shall blink, flash, or be of unusually high intensity or brightness. • All lighting fixtures shall be appropriate in scale, intensity, and height to the use they are serving. 47. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Maximum building height shall not exceed 35 feet. • Maximum impervious surface coverage shall not exceed 25%. • Minimum setbacks from Cape George Road, Blue Ridge Road and any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 13 of 20 48. The following notices shall be placed on the final plat under "Notice to Potential Purchasers": • Any further subdivision of the lots within this plat will be subject to the densities permitted in the Jefferson County Ordinances and Codes in effect at time of such application. These lots may or may not be further subdivided in the future. • Approval of this subdivision does not constitute approval of building or sewage disposal permits on each lot. Permit approval will be subject to building lot plans, type of use, contours, and soils on individual lots. Permits will be reviewed in accordance with site conditions and regulations existing on the date the permits are applied for. • Any removal of or major disturbance of soil within the proposed drainfield areas may create site conditions that are unacceptable of the installation of sewage disposal systems. 49. Consistent with RCW 84.56.345, current year and, if applicable, all delinquent property taxes including compensating tax from open space program shall be paid in full prior to the Treasurer signing the mylar and paper copies of the short plat. 50. The applicant must submit a reproducible copy plus seven (7)paper copies of the proposed final short plat to the Department of Community Development. The proposed final short shall contain elements as described in Chapter 18.35.120 JCC and shall include certifications and other requirements as provided in Chapter 18.35.190 JCC and 18.35.370 JCC. NOTICE: The sale of lots prior to final short plat approval is unlawful. EXPIRATION: Preliminary approval will expire on January 8,2016. The Department of Community Development shall not be responsible for notifying the applicant of impending preliminary short plat expiration. SUBMISSION: It is the responsibility of the applicant or authorized representative to ensure the final short plat is submitted in accordance with the conditions of preliminary approval. This includes paying all property taxes and submitting a recording fee for the final plat and supply an updated plat certificate (within 30 days of submittal), all of which is outlined in the final short plat checklist. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB 12-00008 Page 14 of 20 Chapter 18.35.120 JCC Preliminary short plat contents. (1) A preliminary short plat shall be submitted on one or more sheets and shall provide the information described below. All specifications for required improvements shall conform to the development standards contained in Chapter 18.30 JCC. (a) The name of the proposed subdivisions together with the words "Preliminary Short Plat"; (b) The name and address of the applicant; (c) The name, address, stamp and signature of the professional engineer or professional land surveyor who prepared the preliminary plat; (d) Numeric scale (50 feet or fewer to the inch), graphic scale, true north point, and date of preparation; (e) Identification of all land intended to be cleared, and the location of the proposed access to the site for clearing and grading during site development or construction; and (f) A form for the endorsement of the administrator, as follows: APPROVED BY JEFFERSON COUNTY Department of Community Date Development Administrator (2) The preliminary plat shall contain a vicinity sketch sufficient to define the location and boundaries of the proposed subdivision with respect to surrounding property, roads, and other major constructed and natural features. (3) Except as otherwise specified in this chapter, the preliminary short plat shall contain the following existing geographic features, drawn lightly in relation to proposed geographic features: (a) The boundaries of the property to be subdivided, and the boundaries of any adjacent property under the same ownership as the land to be subdivided, to be indicated by bold lines; (b) The names of all adjoining property owners, or names of adjoining developers; (c) All existing property lines lying within the proposed subdivision, including lot lines for lots of record which are to be vacated, and all existing property lines for any property adjacent to the subject property which is under the same ownership as the property to be subdivided (as described in JCC 18.35.110(3)) shall be shown in broken lines; (d) The location, right-of-way widths, pavement widths and names of all existing or platted roads, whether public or private, and other public ways within 200 feet of the property to be divided; (e) The location, widths and purposes of any existing easements lying within or adjacent to the proposed subdivision; (f) The location, size and invert elevation of sanitary sewer lines and stormwater management facilities lying within or adjacent to the proposed subdivision or those that will be connected to the subdivision as part of the proposal (if applicable); (g) The location and size of existing water system facilities including all fire hydrants lying within or adjacent to the proposed subdivision or those which will be connected to as part of the proposed subdivision (if applicable); (h) The location, size and description of any other underground and overhead facilities lying within or adjacent to the proposed subdivision (if applicable); (i) The location of any environmentally sensitive areas as described in Article VI-D of Chapter 18.15 JCC, including all floodplains lying within or adjacent to the proposed subdivision; Report prepared:January 3,2013 Wayne Brown Short Plat MLA1 2-001 1 8/SUB12-00008 Page 15 of 20 (j) The location of existing sections and municipal corporation boundary lines lying within or adjacent to the proposed subdivision; (k) The location of any well and associated setbacks existing within the proposed subdivision; (I) The location of any individual or on-site sewage disposal system existing within the proposed subdivision; (m) Existing contour lines at intervals of five feet, labeled at intervals not to exceed 20 feet; (n) The location of any existing structures lying within the proposed subdivision; existing structures to be removed shall be indicated by broken lines, and existing structures not to be removed shall be indicated by solid lines. (4) The preliminary plat shall show the following proposed geographic features: (a) The boundaries in bold solid lines of any proposed lots, tracts or parcels, the area and dimensions of each proposed lot, tract or parcel, and the proposed identifying number or letter to be assigned to each lot, tract or parcel, and block (if applicable); (b) The right-of-way location and width, the proposed name of each road, street or other public way to be created and the estimated tentative grades of such roads; where roadways may exceed the maximum allowable grade or alignment, the director of the department of public works may require sufficient data, including centerline profiles and cross-sections, if necessary, to determine the feasibility of said roadway; (c) The location, width and purpose of each easement to be created; (d) The boundaries, dimensions and area of public and common park and open space areas; (e) Identification of all areas proposed to be dedicated for public use, together with the purpose and any condition of dedication; (f) Proposed final contour lines at intervals of five feet; final contour lines shall be indicated by solid lines; contour lines shall be labeled in intervals not to exceed 20 feet; (g) The building envelope, as defined in JCC 18.10.020, shall be indicated for each lot; (h) Proposed monumentation; (i) Proposed location and description of all individual or community wells, or water system improvements, including fire hydrants (if applicable); (j) Proposed location and description of all sewage disposal improvements, including (if applicable) profiles and all pump stations and their connections to the existing system; (k) Proposed location and description of all stormwater management improvements; (I) Proposed road cross-sections, showing bicycle and pedestrian pathways, trails and sidewalks (if applicable); (m) Proposed type and location of road lighting (if applicable); (n) Proposed type and location of landscaping (if applicable); (o) Proposed location and description of transit stops and shelters (if applicable); (p) Proposed covenants, conditions and restrictions (CC&Rs) on development (if applicable). (5) Upon review of an application, the administrator may require additional pertinent information, as deemed necessary, to satisfy any other regulatory requirements. The administrator may also waive specific submittal requirements determined to be unnecessary for review of an application. In such event, the administrator shall document the waiver in the project file or log. [Ord. 11-00 § 7.3(4)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA l 2-00118/SUB 12-00008 Page 16 of 20 Chapter 18.35.190 JCC Accompanying documents— Final short plat. (1) In cases where any restrictive deed covenants or CC&Rs will apply to lots or parcels within a subdivision, a type written copy of such covenants, bearing all necessary signatures, shall be submitted along with the final plat. Where the recordation of specific deed restrictions or CC&R provisions have been required as a condition of preliminary plat approval, the administrator shall approve and sign the deed restriction or CC&Rs prior to final plat approval. (2) The final plat shall be accompanied by a current (i.e., within 30 days) title company certification of the following: (a) The legal description of the total parcel sought to be subdivided; (b) Those individuals or corporations holding an ownership interest and any security interest (such as deeds or trust or mortgages) or any other encumbrances affecting the title of said parcel. Such individuals or corporations shall sign and approve the final plat prior to final approval; (c) Any lands to be dedicated shall be confirmed as being owned in fee title by the owner(s) signing the dedication certificate; (d) Any easements or restrictions affecting the property to be subdivided with a description of purpose and referenced by the auditor's file number and/or recording number; and (e) If lands are to be dedicated or conveyed to the county as part of the subdivision, an American Land Title Association (A.L.T.A.) policy may be required by the director of the department of public works. (3) All maintenance, performance and guarantee bonds or other guarantees as may be required by the director of the department of public works and the approved improvement method report to guarantee the acceptability and/or performance of all required improvements. [Ord. 11-00 § 7.3(11)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 17 of 20 Chapter 18.35.370 JCC Preparation of a final long plat. The final long plat shall be prepared in accordance with the following requirements: (1) The final plat shall be prepared by a land surveyor licensed by the state of Washington or a Washington state licensed engineer. (2) Six paper copies of the final long plat shall be submitted, measuring 18 inches by 24 inches in size, allowing one-half inch for border. (3) A final long plat shall contain the following information: (a) The name of the subdivision; (b) Legal description of the property being subdivided; (c) Numeric scale, graphic scale, true north point and date of preparation of the final plat; (d) The lot line of the plat, referenced to county (USC&GS) datum and based on an accurate traverse, with angular and linear dimensions and bearings; (e) The exact location, width and name of all roads, streets, alleys and other public ways within and adjacent to the subdivision; (f) The exact location, width and purpose of all easements and dedications for rights-of- way provided for public and private services and utilities; (g) True courses and distances to the nearest established road lines, or sections or quarter section corner monuments which shall accurately locate the subdivision; (h) Section lines accurately tied to the lines of the plat by distances and courses; (i) All lot and block numbers (if applicable) and lines, with accurate dimensions in feet and hundredths of feet; (j) All house address numbers as assigned by the county; (k) Delineation of the building envelope of each lot; (I) The radii, internal angles, points of curvature, tangent bearings and lengths of arc; (m) The accurate location of each permanent control monument; (n) All plat meander lines or reference lines along bodies of water shall be established as above, but not farther than 20 feet from the high water line of such body; (o) Accurate outlines and legal descriptions of any areas to be dedicated or reserved for public use, with the purpose of such dedication or reservation and any limitations indicated thereon and in dedication; (p) Accurate outlines of any area to be reserved by the deed covenant for common use of owners of property within the subdivision, together with the purposes of such reservation; (q) Any restrictions or conditions on the lots or tracts within the subdivision, as required by the county or at the discretion of the property owner, including but not limited to environmentally sensitive areas buffers; (r) The auditor's file number of all documents and conveyances recorded with the Jefferson County auditor associated with preliminary or final plat approval; (s) The name and seal of the Washington State licensed land surveyor or Washington State licensed engineer responsible preparation of the final plat, and a signed certification on the plat by said surveyor to the effect that it is a true and correct representation of the land actually surveyed by him or her, that the existing monuments shown thereon exist as located and that all dimensional and geodetic details are correct; (t) A signed, notarized certification stating that the subdivision has been made with the free consent and in accordance with the desires of the all persons with ownership and/or security interests in the property. If the plat includes a dedication, the certificate or a separate written instrument shall contain the dedication of all roads and other areas to the public, any individual or individuals, or to any corporation, public or private, as shown on the plat. Such certificate or instrument shall be signed and acknowledged before a Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 18 of 20 notary public by all parties having any interest in the land subdivided. The owner shall waive all claims against the county, on behalf of the owner and the owner's successors and assigns, which may be occasioned by the establishment and/or construction of any roads, streets, storm drainage improvements or other improvements; (u) An offer of dedication may include a waiver of right of direct access to any road from any property. Such waiver may be required by the director of the department of public works as a condition of approval. Any dedication, donation or grant as shown on the face of the plat shall be considered as a quit claim deed to the said donee or grantee for use for the purpose intended by the donation or grant; (v) Signature blocks for the appropriate certification of the county auditor, director of the department of public works, director of the public health department, and DCD administrator, as follows: DIRECTOR OF PUBLIC WORKS CERTIFICATE I hereby certify to the best of my knowledge that this final plat is in compliance with the certificate of improvements issued pursuant to the Jefferson County Unified Development Code and is consistent with all applicable county improvement standards and requirements in force on the date of preliminary plat approval, this day of , 20_ Director, Jefferson County Department of Public Works DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATOR'S CERTIFICATE I hereby certify that on this day of , 20_, that this final plat is in substantial conformance with the preliminary plat and any conditions attached thereto, which preliminary plat was approved by Jefferson County on the day of , 20 Administrator, Jefferson County Community Development Department JEFFERSON COUNTY PUBLIC HEALTH DIRECTOR CERTIFICATE Approved by public health department the on this day of , 20_. Director, Jefferson County Public Health Dept. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 19 of 20 TREASURER All taxes and/or assessments due are paid in full on this day of 20 Jefferson County Treasurer (w) A form of the approval of the County assessor, as follows: ASSESSOR'S APPROVAL Examined and approved this day of , 20_ Jefferson County Assessor Attest: Deputy Jefferson County Assessor (x) A form for the certificate of the Jefferson County recorder, as follows: RECORDING CERTIFICATE Filed for record at the request of Jefferson County this day of 20 , at minutes past_M., and recorded in Volume of Plats, page Records of Jefferson County, Washington. Jefferson County Recording Number_ Manager Superintendent of Records (y) Any additional pertinent information as required at the discretion of the director of the department of public works or the DCD administrator. (4) All signatures or certifications appearing on a final plat shall in be reproducible black ink. [Ord. 11-00 § 7.4(11)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 20 of 20 • SON co JEFFERSON COUNTY wow °4.A DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368(Web:www.co.jefferson.wa.us/communitydevelopment *leePto... Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdco.jefferson.wa.us �SRING'sG Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center FINAL MITIGATED DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS MLA12-00118/SUB12-00008 DATE: January 3,2013 PROPONENT: Wayne Brown PROPOSAL: Subdivide 10.73 acres into 2 lots of which Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has an existing single family residences and out-buildings, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non- Significance (DNS) or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. The subdivision lots are proposed for residential use. LEGAL DESCRIPTION: APN 702-111-004; North '/2 NE quarter (South 330 feet west of the USFS Road)within Section 11,Township 27 North Range 2 West, WM. PROJECT LOCATION: The property is located at 27 Lords Lake Loop Road, Quilcene; just northwest of the intersection of SR 101 and Lords Lake Loop Road, Quilcene. MITIGATIVE MEASURES: 1. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. 2. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent storrrrwater runoff from carrying soil 1 and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. 3. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 4. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 5. After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 6. Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 7. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 8. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 9. All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24-hour design storm without eroding. 10. Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 11. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 12. This project may require a construction stormwater permit (also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Peiniit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: 2 a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at htt•://www.ec .wa.:ov/•rou ams/w•/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. 13. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 14. A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. 15. Stream buffers shall remain naturally vegetated. 16. Stream buffers shall be retained in their natural condition; however,minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. 17. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs,trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 18. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 19. All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. 20. Lighting from any source shall be directed away from the stream buffers. 21. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction, replanting with native vegetation shall be required. 22. Petroleum, fertilizers,cleaners, pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. 3 23. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. 24. Do not dispose of yard waste (grass clippings,trimmings, etc.) or any other waste in the stream or its buffer. 25. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above-described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This DNS is issued after using the optional DNS process in WAC 197- 11-355. Jefferson County has considered comments on its preliminary determination of non- significance. There is no further comment period on the DNS. APPEAL: This determination is issued pursuant to WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination. There is no additional comment period. Any appeal of this determination on the bases of noncompliance with the provisions of Chapter 43.21c RCW (State Environmental Policy Act) must be submitted in writing and conform with the procedures as set forth in Jefferson County Code (JCC) 18.40.330(5) with an appeal fee of$973.00 by 4:30 p.m., December 17, 2012 to the Jefferson County Department of Community Development, Development Review Division (621 Sheridan Ave, Port Townsend, WA 98368) for consideration by the Jefferson County Hearing Examiner 20 t Stacie Hoskins, SEPA Responsible Official Date a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/programs/wq/storniwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. 13. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 14. A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. 15. Stream buffers shall remain naturally vegetated. 16. Stream buffers shall be retained in their natural condition; however, minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. 17. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs,trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 18. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer - Do Not Remove or Alter Existing Vegetation." 19. All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. 20. Lighting from any source shall be directed away from the stream buffers. 21. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction, replanting with native vegetation shall be required. 22. Petroleum, fertilizers, cleaners, pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. 3 23. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. 24. Do not dispose of yard waste (grass clippings,trimmings, etc.) or any other waste in the stream or its buffer. 25. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above-described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This DNS is issued after using the optional DNS process in WAC 197- 11-355. Jefferson County has considered comments on its preliminary determination of non- significance. There is no further comment period on the DNS. APPEAL: This determination is issued pursuant to WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination. There is no additional comment period. Any appeal of this determination on the bases of noncompliance with the provisions of Chapter 43.21c RCW (State Environmental Policy Act) must be submitted in writing and confaun with the procedures as set forth in Jefferson County Code (JCC) 18.40.330(5) with an appeal fee of$973.00 by 4:30 p.m., December 17, 2012 to the Jefferson County Department of Community Development, Development Review Division (621 Sheridan Ave, Port Townsend, WA 98368) for consideration by the Jefferson County Hearing Examiner c-j-lk_C_..tAA - ' .....„.--\,, --c-V j-C\-1 ...S 2--, t- Stacie Hoskins, SEPA Responsible Official Date 4 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE II LAND USE PERMIT APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 DATE ISSUED:January 08, 2013 DATE EXPIRES:January 08, 2016 MLA NUMBER: MLA12-00118 PROJECT PLANNER: Michelle Farfan PROJECT DESCRIPTION: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non-Significance (DNS)or a Mitigated Determination of Non-Significance(MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. PROJECT LOCATION: Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 CONDITIONS: 1.) DEPARTMENT OF PUBLIC WORKS: All easements of record shall be graphically portrayed on the final plat with the Auditor's File Number(AFN) of the easement(s) also referenced on the face of the plat. 2.) Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final mylar. 3.) If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 4.) There shall be a Notice to Potential Purchasers on the face of the final plat that stating that the initial segment of the access road is on the adjacent parcel. 5.) The access road shall be constructed to the specifications of the Jefferson County Public Works Department's typical section for a Rural Access Road /Driveway. It shall have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 feet and 25 foot tapers at each end. A turnout shall be constructed where the access road curves to the right, approximately 800 feet west of Lord Lake Loop Road. In addition, the road approach from Lords Lake Loop Road shall be constructed with a 20 foot width for the initial 30 feet with a 25 foot long taper to the 14 foot wide traveled way. Access road improvements shall be constructed with a 6 inches minimum compacted thickness of gravel base and 2 inches minimum compacted thickness of crushed surfacing top course. 6.) If road improvements are constructed, the proponent shall implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. 7.) Prior to final plat approval the proponent shall either construct the access road to the Public Works Department standard or provide an original written, signed confirmation from the Quilcene Fire District that access improvements are not necessary. 8.) The proponent shall establish an agreement for the continued maintenance of the access road by recording a Road Maintenance Agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to recording the Agreement and prior to final plat approval, the proponent shall submit it to the Public Works Department for review. 9.) Existing addresses shall be verified for accuracy and consistency with the 911 Emergency Locator System Ordinance and if corrections to addresses are required, they shall be made prior to final plat approval. 10.) Address plates for the lots shall be located in accordance with the provisions of the Jefferson County 911 Emergency Locator System Ordinance. 11.) In accordance with the Jefferson County Fee Schedule Ordinance, the Public Works Department charges an hourly fee for application and plan reviews, project inspections, meetings, hearings, and final review. The proponent shall pay all fees incidental to the proposal prior to final approval. In the event that approval for the proposal is denied by Jefferson County or the proponent does not complete the proposal, the proponent shall still be responsible for paying the Department's fees. The Department's fee is currently$79 per hour. 12.) The proponent shall submit a blue line copy of the site plan and lot closure information prepared by a licensed surveyor to the Department for review. The proponent shall make any corrections or additions prior to final approval. 13.) After all preliminary plat conditions are met; the proponent shall submit a final mylar of the plat to the Department for approval by the Director of Public Works. 14.) HEALTH DEPARTMENT: The location of the soil test pits and corresponding test pit number shall be graphically portrayed on the face of the final plat. 15.) The building constructed over the drainfield on proposed Lot 2 shall be removed. Removal must be verified prior to final plat approval. 16.) Remove from the survey drawing the area identified as"21'X 70' Reserve Area For Existing House." Remove the language and the box/reserve area itself. (This is shown on Proposed Lot 1). 17.) In the same area as mentioned above, remove the language"for House#27." Retain the box/reserve area and the label of the reserve area. 18.) The two wells must be identified on the plat with the well tag number if appropriate. 19.) The well on proposed Lot 1 shall also be labeled with county assigned number USR03-7. 20.) Show the existing water line location from the well to the existing residence on proposed Lot 1. 21.) DEVELOPMENT REVIEW DIVISION: Based on requirements of Chapter 18.35 JCC Final Short Plat, the final mylar shall be prepared in accordance with the final short plat checklist. A copy of Chapter 18.35 JCC is attached. 22.) An accurate vicinity map shall be graphically portrayed on the face of the final plat. 23.) The final blue line shall depict the name of the subdivision and the county assigned number of SUB12-00008/MLA12-00118 on all sheets of the mylar. 24.) The names and parcel numbers of adjacent owners shall be deleted from the final mylar survey. 25.) The name of the short plat will need to be changed to remove"Brown" as there are already several plats with that name in it. Whatever the new name will be, will need to be verified by the county to assure it is not a duplicate or similar to a previously recorded plat. 26.) Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. 27.) Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. 28.) Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state(e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 29.) During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 30.) After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 31.) Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 32.) A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 33.) Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 34.) All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24-hour design storm without eroding. 35.) Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 36.) Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 37.) This project may require a construction stormwater permit(also known as National Pollution Discharge Elimination System (NPDES)and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/programs/wq/stormwater/construction/-Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. 38.) The surveyor shall survey both sides of the Little Quilcene River to accurately reflect its current location. 39.) A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River)as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 40.) A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. The building setback line shall be graphically portrayed on the face of the final mylar. 41.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Stream buffers shall be retained in their natural condition; however, minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. Lighting from any source shall be directed away from the stream buffers. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction, replanting with native vegetation shall be required. 42.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Petroleum, fertilizers, cleaners, pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. Do not dispose of yard waste (grass clippings, trimmings, etc.) or any other waste in the stream or its buffer. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. 43.) An updated plat certificate or supplement shall be submitted with the final blueline and shall be 30 days current. 44.) Certificates for the Board of County Commissioners, Clerk of the Board, Director of the Department of Public Works, Department of Community Development Administrator and Environmental Health Department need to be added. 45.) Utilities and transportation facilities should be installed in the same rights-of-way when the effect will be to reduce the adverse impacts on the physical environment. 46.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Outdoor residential storage shall be maintained in an orderly manner and shall create no fire safety, health or sanitary hazard. Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 47.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade excepting when such lighting is an integral part of building or structure. Ground level lighting is encouraged. Exterior lighting shall be energy efficient and shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel. Exterior lighting shall be directed downward and away from adjoining properties and public rights-of-way. No lighting shall blink, flash, or be of unusually high intensity or brightness. All lighting fixtures shall be appropriate in scale, intensity, and height to the use they are serving. 48.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Maximum building height shall not exceed 35 feet. Maximum impervious surface coverage shall not exceed 25%. Minimum setbacks from Cape George Road, Blue Ridge Road and any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 49.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Any further subdivision of the lots within this plat will be subject to the densities permitted in the Jefferson County Ordinances and Codes in effect at time of such application. These lots may or may not be further subdivided in the future. Approval of this subdivision does not constitute approval of building or sewage disposal permits on each lot. Permit approval will be subject to building lot plans, type of use, contours, and soils on individual lots. Permits will be reviewed in accordance with site conditions and regulations existing on the date the permits are applied for. Any removal of or major disturbance of soil within the proposed drainfield areas may create site conditions that are unacceptable of the installation of sewage disposal systems. 50.) Consistent with RCW 84.56.345, current year and, if applicable, all delinquent property taxes including compensating tax from open space program shall be paid in full prior to the Treasurer signing the mylar and paper copies of the short plat. 51.) The applicant must submit a reproducible copy plus seven (7) paper copies of the proposed final short plat to the Department of Community Development. The proposed final short shall contain elements as described in Chapter 18.35.120 JCC and shall include certifications and other requirements as provided in Chapter 18.35.190 JCC and 18.35.370 JCC. 52.) NOTICE: The sale of lots prior to final short plat approval is unlawful. 53.) EXPIRATION: Preliminary approval will expire on January 8, 2016. The Department of Community Development shall not be responsible for notifying the applicant of impending preliminary short plat expiration. 54.) SUBMISSION: It is the responsibility of the applicant or authorized representative to ensure the final short plat is submitted in accordance with the conditions of preliminary approval. This includes paying all property taxes and submitting a recording fee for the final plat and supply an updated plat certificate (within 30 days of submittal), all of which is outlined in the final short plat checklist. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to the Hearing Examiner within fourteen (14)calendar days of the date of issuance of this land use decision. For more information related to administrative appeals see JCC 18.40.330. 'TI i1, UDC Administrator / .. MLA12-00118 \\tidemark\data\forms\F_MLT_Iss uePermit_U.rpt 1/8/2013 Page 5 of 5 �1H 7 \ <a // N M ail A3o 7NA,,,,,,,,,,OA Hh,l y d yW U z ti W \ \ 1 N Q Q O S Q, ¢ U m �W� y ` U W O W o O -- O y 2 S O >> Q 0 W 2ct O h Ll U ON 3N3,771M1 371I17 J g. ^ Z a N 0 J. ~ z U z O LU Z / o Z ,-O W w,�j —o O W K m V O D a2a /' ti I o O aaw'Z310N33S ON8V38 30 SISV8 W 4. u o CC Q.> / j I� ir-0 2 1 o Q b 0/ N O O N W ,OI j � Q V .}' �Z Z L 4,., Ar h h- . 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' NN m + NNYb i HARRIS, MERICLE & WAKAYAMA A Professional Limited Liability Company A T T O R N E Y S A T L A W 901 FIFTH AVENUE,SUITE 4100 Port Townsend Office MALCOLM S.HARRIS SEATTLE,WASHINGTON 98164 211 TAYLOR STREET,SUITE 404-E E-mail:mharris @hmwlaw.com FAX(206)624-8560 PORT TOWNSEND,WASHINGTON 98368 206 621 4818 FAX(360)379-9378 (360)379-9377 October 18, 2013 Mr. David Johnson Jefferson County Dept. of Community Development 621 Sheridan St. Port Townsend, WA 98368 Re: Pumpkin Patch Short Plat (Previously Wayne Brown Short Plat) File No. MLA12-00118; SUB12-00008 Dear Mr. Johnson: Enclosed please find a copy of the Road Maintenance Agreement that has been signed by the parties. The original has been sent to the Auditor for recording and I will furnish you with a copy of the recorded version shortly. I understand that this is the last condition that needed to be satisfied before you approve the Short Plat. Could you please confirm that this process is complete and that the Short Plat has been approved. Thank you for your attention to this matter. UPry truly y01 1rs, HARRIS MERICLE & WAKAYAMA alcolm S. Harris cc: Mr. Wayne Brown Peggy Ann Bierbaum, Esq. 4 • Makoim S. Harris Harris.Merle le&Waicavama, (If)1 Ffh Averivie,Suite 4100 Seattle.Washimcm 98164 Document Tit lets): Road Maintenance Agreement Grartor()(last,first,middle initial): flr Own.Wayne Grantee(s)Oast,first,middle Brown,Wayne BroWn.E.Aate Dorallazci Legal Description(abbreviated) Portions of S 310 ft.of N.1421tf of Ni7.Ott of Sec. II, Twnshp 27 N.,R.2 West,Jefferson County F 1111 Ltoal Desetiotion on Page(si: Exhibits"A"and"B" Assessor's 1-23X Parcel Ntirnber(s)7 702111004 R/?. c6R5cq/nqc iuen sn 1,4,1 607J, Rt-ipn ROAD MAINTENANCE AGREEMENT This Agreement is made this day of October,2013,by and between WAYNE BROWN("Brown"),a married man,as his separate estate,and JUT", SHIELDS("Shields"),in her capacity as the Personal Representative of the ESTATE OF DORA HAZEL BROWN,deceased. RECITALS A. Brown and Shields have been parties in a legal action in the J of e—^- County Superior Court,under Cause No. 10-2-00344-3,entitled Estate af Dora Hazel Brown. Plaintiff v. Wayne Brown, Defendant B. Pursuant to a"Stipulation and Agreed Judgment Quieting Titip"a+,+o,.e,h;- that action,the parties agreed,and the Court ordered,that a Short Plat application would be submitted to Jefferson County in order to divide a contested parcel of real p ,-r -'- (Jefferson County tax parcel no. 702111004)into two parcels,one to be owned by each of the parties C. Attached hereto as Exhibits "A"and"B"are legal descriTa;^^a^f+ha.hao parcels which will be created by the Short Plat. Attached hereto as Exhibit"C"is a copy of the Short Plat Survey,showing the two parcels and also depicting the Iocat='-- -° existing roadways on the premises. D. The Short Plat Application was submitted to Jefferson County and the County has required,as a condition of approving the Short Plat application,that a Road Maintenance Agreement be entered into between the parties,to govern the procedures by which the roadway used by both of them would be maintained. AGREEMENT it is therefore agreed between the parties as follows: 1. Maintenance of Shared Roadway. Brown and Shields hereby agree,on behalf of themselves and their heirs,successors and all future OWticrs of the real properties described in Exhibits "A"and"i3",that the owners of the two parcels will jointly pay all the expenses of maintaining that section of the roadway on the premises which lies between points"X"and "Y",as depicted on the survey attached as Exhibit "C",i.e. from Lord's Lake Loop Road("X")to the fork in the road("Y")where separate roadways begin. The roadway shall be maintained as a gravel road,in a condition that is adequate to provide safe and convenient passage by automobiles,and shall be occasionally regraded and resurfaced with gravel to eliminate chuckholes e" ^the- defects in the road surface. The parties shall each bear 50%of the costs of maintaining the shared roadway. In the event that one narty causes any risrnnoP to the rr"--•--•-.. 1 excess of normal wear and tear(such as the use -'.wavy ernsinnl,that party shall be responsible to pay for 100%of the necessaty repairs 2. Maintenance of Private Roadways. Those portions of the roadways depicted on Exhibit"C"which lie westerly of Poinf"V"shall be;. - be used only for access to the two residences on the premises. Those portions of the roadways shall be separately maintained by the owners whose properties are a•read by those private roadways. 3. Binding Effect. This Agreement shall be bind`0'z.----. _. '. benefit of the parties,hereto and their heirs,successors and assigns,and shall run with the land; WHRR_F_.FORF;the parties have signed this Agreement on the date and year first written above, Wayne Brown Jt q Shiets,in her capacity as the Personal Representative^r&-�MMw o STATE OF WASHINGTON ) )SR. COUNTY OF JEFFERSON 1 I certify that I know or have satisfactory evidence that Wayne Brown is the person who appeared before me,and said person acknowledged that he sinned this instrument and acknowledged it to be tuffs i ee-;uau vu:-..I taly�.a aw uw uaw cum k,ulyvac4 lueuuvucu IT;t;:.instr=ent. DATED this N day of October, ;: J Wary Pune t int`IV�ie)l t5.A 0'1 HIq-vt41=- , LISA S:1 NAMES a..,a rms.a a V iJL&%.• l4 W14 WI UM USA.1 NAM 4 My 1WGdnimeat EMpiree SW 9.2014 ,•z 11•+nnnninimp71i wxntTP ' s� --1^!Lt 4. 8/b 668£69109£ 11155 Sn Wd 60 21. £602-81.-100 STATE OF WASHINGTON ) )sS. COUNTY OF KING I certify that I know or have satisfactory evidence that Judy Shields is the person who appeared before me,and said person ac.1'. .wle.dged that • in her capacity as the Personal Representative of the Rntate of flora Tfin7n1 Rrnwn, deceased, on oath stated that she was authorized to execute the inefremeet end acknowledged it as the Executrix of the Estate of Dora Hazel Brown,deceased,to be the free and voluntary act or such party tor the uses aria purposes illeatiuncd in the DATED this AI day of October,2013. r — fPtittt N .P,E–d-.- e.ft,A he.r-1.-A 4(04 NOTARY PUBLIC! e.(74.11 State of ytriirli4oTArik irat`E 'Washington,residing at et its 4 appoircarierit A es t,./ pusop LOT 1 WAYNE BROWN SNORT PLAT (WAYNE BROWN PROPERTY) THAT PORTION OF THE SO lTH 330 FEET OF THE NORTH HAI F OF THE QUARTER OF SECTION 11,TOWNSHIP 21 NORTH,RANGE 2 WEST,W.M.,JEFFERSON COUNTY,WASHINGTON.DESCRIBED AP-FOLLOWS' BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89°58'63"EAST ALONG THE SOUTH LINE THEREOF,A DISTANCE OF 880.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'43'16'WEST,PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER;A DISTANCE OF 330.15 FEET TO A liA: ('W i e4" NORTH LINE OF SAID SOUTH 330 FEET; THENCE SOUTH 89'58'53'EAST ALONG SAID Aww*u 1 030 A riKTra ec nc cao a=CT TO A POINT ON THE WESTERLY MARGIN OF LORDS LAKE LOOP ROAD; THENCE SOUTHEASTER!Y Al ONG SAID WESTERLY MARGIN_A DISTAL--- - FEET; THENCE SOUTHEASTERLY ALONG A 577.00 FOOT RADIUS CURVE R!ONT THROUGH A CENTRAL ANGLE OF 09°15'or AN ARC LENGTH OF 93.17 FEET TO A POINT ON SAID SOU TU t INE; THENCE NORTH 89'58'63"WEST ALONG SAID SOUTH LINE A DISTANCE OF 912.163 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO A PERPETUAL EASEMENT OVER THE SOUTHERN 20 Err' v•-* '°""° Dr .CRIEE nannERTY FOR INGRESS;EGRESS AND UTILTIES,FOR THE SOLE BENEFIT OF LOT 2 OF THE WAYNE BROWN SHORT PLAT;PROVIDED,HOWEVER THAT SAID • EASEMENT WILL TERMINATE AND BE OF NO FURTHER FORCE OR EFFECT IF AND WHEN LOT 2 IS CONSOLIDATED VilTH Z77ERS-::;;;;CC.:-UNTV rvrii LiC.z 1 ii it n yr Sruu iV i d Vi i i ii iiiiv=ri+i Oi6rii i f-iiSi. • LOT 2 WAYNE BROWN SHORT PLAT (ESTATE PROPERTY) THAT PORTION OF THE SOUTH 330 I- a OF THE NORTH 1-41r^•.' .. ...•—._•— QUARTER OF SECTION 11,TOWNSHIP 27 NORTH,RANGE 2 WEST.W.M.. JEFFERSON COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89'58'53'EAST ALONG THE SOUTH I INF THEREOF.A DISTANCE OF 680.00 FEET; THENCE NORTH 01'43'18'WEST.PARALLEL WITH me"'or I sue nr eAln uno•u HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID ROL�!Ian FEE- THENCE NORTH 89'58'53'WEST ALONG SAID NORTH LINE,A DISTANCE OF 68900 FEET TO A POINT ON SAID WEST LINE- THENCE SOUTH 01°43'16'EAST ALONG SAID WEST LINE,A DISTANCE OF 33015 FEET Tv Te . '�OrT rr SEG!N NIN3_ TOGETHER WITH A PERPETUAL EASEMENT OVER THE SOUTHERN 20 FEET OF I CT I OF THE WAYNE BROWN SHORT PLAT,FOR INGRESS,EGRESS AND UTILTIES,FOR THE SOLE BENEFIT OF LOT 2 OF THE BROWN SHORT PLAT;PP^' "^'•'^ r,rtrMENT WILL TERMJNATF AND RE OF No FURTHER FORCE OR EFFECT IF AP'ID WHEN LOT 2 IS CONSOLIDATED WITH JEFFERSON COUNTY TAX PARCEL NO.707111072 WHICH LIES TO THE NORTH OF SAID LOT 2 OF THE BROWN SHORT PLAT, r., 8/L 668£S9L09£ )IUe8 Sn Wd 60:21. £1.0Z-8L-100 1 EXHIBIT_C- , T 114,,,ki‘.;;ii J brow* vii. e././ J L 4 ilk e ..........,.... ......... ........... $ R .,,,} a _ Y ............, -_, i 1 Illiplaiwiiii ..........- ‘ I, 4 , I No r i • 31 � Xel, ..':■ C .n, «sr � g 4 O c 2 E-'r—,;,mss --- - -- a=-' — g ? Z / i3 ! -lit:1St. � �cc 1 4 i1 k -44 ti ill tI. 21 04 1 E., , 1 . ii TIV i Vg. IP 1121 z 44 W a it 1 �_ i\;)/' 8 z � a tit _ U 4 P IY, IN , d K = - tt � . gliiii i .'- -------,0 !---`. 8(8 c68s59L09£ iue8 511 Wd 60 ?l. 60Z-8L.-1D0 HARRIS,MERICLE&WAKAYAMA Hasler L.LC 10i1a120 I"3 ATTORNEYS AT T A W US POSTAGE $00.662 901 FIFTT AVENUE,SUITE 4100 • SEA fTLE,WASHINGTON 98164 r*Ihde ZIP 98164 011D10615232 EJIVE-1 ' „ OCT 2 1 2013 Mr. David Johnson Jefferson County Dept. of Coi-ttv Development ri 621 Sheridan St. Port Townsend, WA 98368 • ,•• : David W. Johnson From: Sherrie Shold Sent: Wednesday, October 23, 2013 9:48 AM To: David W. Johnson Subject: RE: FW: Pumpkin Patch SP David, Thank you---looks good. All my concerns have been addressed. .sherri-e sherrie shad Propert j operations je f fersow couwtu Assessor's office face 360-325:9105 sshoLokoco jef fersow.wa.us From: David W. Johnson Sent: Tuesday, October 22, 2013 12:29 PM To: Sherrie Shold Subject: FW: FW: Pumpkin Patch SP Sherrie, Please see page 2 of the Brown short plat per your request. Thanks! From: Janice Bartron [mailto:janiceOclarkland.com] Sent: Tuesday, October 22, 2013 11:06 AM To: David W. Johnson; Malcolm Harris Subject: Re: FW: Pumpkin Patch SP David, Malcolm Harris indicated the road maintenance agreement was signed and sent to you. Has it been recorded or will it be recorded simultaneously with the short plat? See attached pdf for revised sheet 2 per assessor's office request to remove "Brown and parcel number"from lot 2. Thank you, Janice On 10/22/2013 10:29 AM, David W.Johnson wrote: Thanks! From: Janice Bartron [mailto:janice@ clarkland.com] Sent: Tuesday, October 22, 2013 10:05 AM 1 David W. Johnson From: Sherrie Shold Sent: Friday, October 18, 2013 2:20 PM To: David W. Johnson Subject: Pumpkin Patch SP David, I have completed my review of the above referenced SP and the following is my only comment. The name"Brown" and the parcel number needs to be removed from Lot 2. After this correction I have no other concerns. To save time and expense for the parties, I don't see any reason to re-print and send us another set of this SP after my correction is made. If this process is necessary, Clark Land Office may just send us a scanned copy of Page 2 of 3. Please let me know if you should have any other questions. sherr%e sherri.e shold Propertj operat.ows Jef fersow couwtu Assessor's o face 360-3859105 sshoLd@co.jef fersow.wa.us 1 David W. Johnson From: Pat Perryman Sent: Friday, October 11, 2013 3:05 PM To: David W. Johnson Cc: Monte Reinders Subject: Pumpkin Patch Short Plat October 11,2013 RE: Pumpkin Patch Short Plat Wayne Brown Hello, After reviewing this proposed Short Plat,I have no objections to proceeding with this. I checked the lot closures and they were good—when drawn in Autocad,the parcels closed within tolerances noted. Pat Pat Perryman P. 0. Box 1220 Port Townsend, WA 98368 (360)385-9365 or (360)385-9222 e-mail pperrvmanPco.iefferson.wa.us 1 David W. Johnson From: David W. Johnson Sent: Thursday, October 10, 2013 8:11 AM To: Monte Reinders Cc: David W. Johnson Subject: Brown Short Plat Attachments: MLA13-00118 Brown SP Lot Closures.pdf; MLA13-00118 Brown SP Road Improvements.pdf Monte, Per your comments(thank you!) please see that attached Lot Closures and Letter from Fire District No. 2 regarding road improvements. Thanks! David Wayne Johnson-LEED Green Associate Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 LEED GREEN ASSOCIATE Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. SAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requestor. 1 [ EITITLPANY Jefferson Title Company 2205 Washington Street PO Box 256 Port Townsend, WA 98368 Phone: (360)385-2000 Fax: (360)385-6967 SUPPLEMENTAL #1 TO THE SUBDIVISION CERTIFICATE Attention: This Supplemental contains changes which impact Title to Property set forth in the above referenced commitment. Prepared For: Clark Land Office Scott Clark P.O. Box 2199 Sequim,Washington 98382 Commitment No.: 77598 Reference: Brown Schedule`B" ® Paragraph 1 of the preliminary commitment is amended as follows: 1. General taxes for the year 2013 which have been paid. Amount: $ 1,826.40 Tax Account No.: 702 1 1 1 004 Property ID No.: 17983 Assessed value: $203,133.00 ®There has been no change in the title to the property covered by this order since May 14,2012 at 8:00 A.M.,except the matters noted hereinabove. Dated as of September 20,2013 at 8:00 A.M. Jefferson Title Company By: Susan Brandt,Title Officer LOT CLOSURES PUMPKIN PATCH SHORT PLAT FOR WAYNE S. BROWN MLA 12-00118 October 1, 2013 Parcel name: LOT1 North: 8979.2659 East: 11280.5981 Line Course: N 89-58-53 W Length: 589.935 North: 8979.4576 East: 10690.6631 Line Course: S 01-43-16 E Length: 330.152 North: 8649.4545 East : 10700.5791 Line Course: S 89-58-53 E Length: 912.633 North: 8649.1581 East: 11613.2121 Curve Length: 93.172 Radius: 577.000 Delta: 9-15-07 Tangent: 46.687 Chord: 93.071 Course: N 41-30-30 W Course In: S 53-07-03 W Course Out: N 43-51-56 E RP North: 8302.8565 East: 11151.6882 End North: 8718.8550 East: 11551.5311 Line Course: N 46-08-04 W Length: 375.791 North: 8979.2663 East: 11280.5978 Perimeter: 2301.683 Area: 249,451 Sq Ft 5.73 Ac. Mapcheck Closure-(Uses listed courses, radii, and deltas) Error Closure: 0.0005 Course: N 36-08-17 W Error North: 0.00038 East : -0.00028 Precision 1:4,603,366.000 Parcel name: LOT 2 North: 8979.4579 East: 10690.6631 Line Course: N 89-58-53 W Length: 660.004 North: 8979.6723 East: 10030.6591 Line Course: S 01-43-16 E Length: 330.152 North: 8649.6693 East : 10040.5751 Line Course: S 89-58-53 E Length: 660.004 North: 8649.4549 East : 10700.5791 Line Course: N 01-43-16 W Length: 330.152 North: 8979.4579 East : 10690.6631 Perimeter: 1980.313 Area: 217,801 Sq Ft 5.00 Ac. Mapcheck Closure-(Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: N 90-00-00 W Error North: 0.00000 East: -0.00000 Precision 1: 1,980,312,000.000 Parcel name: OVERALL PARCEL North: 8979.6727 East: 10030.6589 Line Course: S 89-58-53 E Length: 1249.939 North: 8979.2667 East: 11280.5978 Line Course: S 46-08-04 E Length: 375.791 North: 8718.8554 East: 11551.5310 Curve Length: 93.172 Radius: 577.000 Delta: 9-15-07 Tangent:46.687 Chord: 93.071 Course: S 41-30-30 E Course In: S 43-51-56 W Course Out: N 53-07-03 E RP North: 8302.8569 East : 11151.6882 End North: 8649.1584 East : 11613.2120 Line Course: N 89-58-53 W Length: 1572.637 North: 8649.6693 East: 10040.5751 Line Course: N 01-43-16 W Length: 330.152 North: 8979.6723 East: 10030.6592 Perimeter: 3621.691 Area: 467,252 Sq Ft 10.73 Ac. Mapcheck Closure-(Uses listed courses, radii, and deltas) Error Closure: 0.0005 Course: S 36-08-17 E Error North: -0.00038 East : 0.00028 Precision 1: 7,243,382.000 Jefferson County Department of Public Works , 623 Sheridan St. Port Townsend, WA 98368 (360)385-9160 Monte Reinders, P.E. Public Works Director/County Engineer Memorandum To: David W.Johnson Department of Community Development From: Monte Reinders,Public Works Director/County Engineer�,_ Date: October 8,2013 Re: SUB 12-00008 Wayne Brown Short Subdivision Per your request,Public Works has reviewed the information provided to us by DCD on October 7 re: the above short plat. The following should be addressed: 1) Per the comments provided to DCD by Public Works on December 13, 2012,there shall be a notice to purchasers on the final plat that the initial segment of the access road is on the adjacent parcel to the south (which is not part of this proposed plat and is under different ownership). The Notice to Potential Purchasers on Sheet 3, Note 2 only indicates that the access to Lot 2 crosses Lot 1 but does not address the fact that the road is not completely on the property being platted which was the intent of the original comment by Public Works. Alternatively,the road could be moved onto the plat. 2) Per the comments provided to DCD by Public Works on December 13, 2012, the proponent shall either construct the access road to the Public Works Department standard (and dedicate an easement adequate to encompass this road and associated ditches, slopes, and utilities) OR provide written confirmation from the Quilcene Fire District that the access is adequate and improvements are not necessary. Public Works has not been provided with evidence that one or the other of the above has been completed. 3) Prior to final plat approval,lot closures will need to be reviewed. HARRIS, MERICLE & WAKAYAMA A Professional Limited Liability Company A T T O R N E Y S A T L A W 901 FIFTH AVENUE,SUITE 4100 Port Townsend Office MALCOLM S.HARRIS SEATTLE,WASHINGTON 98164 211 TAYLOR STREET,SUITE 404-B E-mail:mharris @hmwlaw.com FAX(206)624-8560 PORT TOWNSEND,WASHINGTON 98368 (206)621-1818 FAX(360)379-9378 (360)379-9377 September 12, 2013 Mr. David W. Johnson Jefferson County Dept. of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Wayne Brown Short Plat MLA12-00118; SUB 12-00008 Dear Mr. Johnson: Enclosed please find a letter from Chief Larry Karp of Jefferson County Fire Protection District No. 2, confirming that road improvements from the public domain road past Lot 1 of the Short Plat are not necessary. Very truly yours, HARRIS MERICLE & WAKAYAMA Malcolm S. Harris cc: Wayne Brown Peggy Ann Bierbaum, Esq. JEFFERSON CO. FIRE PROTECTION DIST. #2 Mr. Wayne Johnson Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 September 9, 2013 Mr. Johnson: This letter is in regards to the County Parcel No. 702111004 Lot 2. On or about August 1, 2013, I spoke to a gentleman wanting to make sure that there would be no problem for our fire vehicles to get to said parcel in the event of an emergency. I requested that the District's personnel go to said parcel and verify accessibility for the District's vehicles. I am enclosing a copy of the initial letter signed by the Quilcene Fire Department personnel stating that fire access has been reviewed and that access improvements from public domain road past lot 1 to County Parcel No. 702111004 lot 2 are not necessary. However, better marking of the individual addresses is needed on the road. Fire District members will have no idea where to go without better numbering of the homes. If you have any additional questions in regards to this matter, please feel free to contact me at 360-765-3333. Sincerely, elcartr Larry Karp Fire Chief LK/dak Jefferson Co Fire Protection District 21 70 Herbert St/PO Box 433,Quilcene,WA 98376.l phone 3667765.33331 fax 3607650133 Aug. 1, 2013 Fire access has been reviewed by the Quilcene Fire Department and access improvements from public domain road past lot 1 to APN702111004 Lot 2 are are notes_necessary. 7:(/ // ,44,/ Necessary access improvements: HARRIS, MERICLE & WAKAYAMA A Professional Limited Liability Company A T T O R N E Y S A T L A W 901 FIFTH AVENUE,SUITE 4100 Port Townsend Office MALCOLM S.HARRIS SEATTLE,WASHINGTON 98164 211 TAYLOR STREET,SUITE 404-8 E-mail:mharris@hmwlaw.com FAX(206)624-8560 PORT TOWNSEND,WASHINGTON 98368 (206)621-1818 FAX(360)379-9378 (360)379-9377 August 14, 2013 .�,�_� X61. 6 2013 Mr. David Wayne Johnson Jefferson County Dept of Community Development 621 Sheridan Street �, Port Townsend, WA 98368 Re: SUB12-00008, MLA12-00118 Dear Mr. Johnson: I represent Mr. Wayne Brown, the applicant for the above-referenced Short Plat. We understand that this file was assigned to you after Ms. Farfari s departure. DCD issued a list of conditions for this Land Use Permit in a letter of January 8, 2013. Among the conditions were certain improvements to the access road, if required by the local Fire District. Enclosed please find a copy of a letter from Fire District No. 2, confirming that they have inspected the property and have found that "access improvements from public domain road past Lot 1 to APN702111004 are not necessary." Could you please confirm that this notice from the fire district will satisfy the Conditions numbered 3, 4, 5, 6, 7 and 8. This short plat was applied for pursuant to a court order that was issued in settlement of a lawsuit and the Court has ordered that the Short Plat be completed by November 1. We are therefore anxious to receive your confirmation as soon as possible. Also, please notify us of any remaining conditions which need to be satisfied before the short plat can be finally approved by your office. Mr. David Wayne Johnson July 26, 2013 Page 2 I will look forward to hearing from you shortly. Very truly yours, HARRIS MERICLE & WAKAYAMA Malcolm S. Harris cc: Wayne Brown Peggy Ann Bierbaum. Esq. Aug. 1, 2013 Fire access has been reviewed by the Quilcene Fire Department and access improvements from public domain road past lot 1 to APN702111004 Lot 2 are are notes necessary. Xj% /7/4/W,1 Necessary access improvements: • Aug. 1, 2013 Fire access has been reviewed by the Quilcene Fire Department and access improvements from public domain road past lot 1 to APN702 1 1 1 004 Lot 2 are are notes necessary. /81(42 Necessary access improvements: David W. Johnson From: David W. Johnson Sent: Tuesday, August 27, 2013 10:15 AM To: mharris @hmwlaw.com Cc: David W. Johnson Subject: Wayne Brown Short Plat MLA12-00118 Attachments: Harris Letter 8-16-13.pdf; MLA12-00118 Brown.pdf Mr. Harris, Per your request of the attached letter dated August 16, 2013, and short of receiving a letter from the Quilcene Fire District on QFD letterhead,which would satisfy preliminary plat conditions(also attached)#3, 5, 6&7, I have the following comments: 1. Condition#4 still needs to appear on the face of the plat. 2. Condition#8 is for the benefit of future property owners of Lot 2 and would not be satisfied by the QFD letter. In general,and having conferred with Scot Clark on the final plat map, I would point out condition#15 would require an inspection on my part and should be done asap to meet the final deadline of November 1, 2013. David Wayne Johnson-LEED Green Associate Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 LEEDti GREEN ASSOCIATE Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. `-A SAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requestor. 1 LAND SURVEYING I 935 North Fifth Avenue • PO.Box 2199 MAPPING Sequim, Washington 98382 DEVELOPMENT CONSULTING 447 Office(360)681-2161 • Fax(360)683-5310 CONSTRUCTION MANAGEMENT Id Toll Free 1-888-681-2161 • E-mail. info @clarkland.com LETTER OF TRANSMITTAL To: Mr. David Johnson Date: October 2, 2013 Jefferson Co. Dept. of Comm. Dev. Re: SUB12-00008/MLA12-00118 621 Sheridan Street Final Wayne S. Brown Short Plat Port Townsend, Washington 98368 "Pumpkin Patch" Enclosed are the following items: Copies Date Description 7 10/02/13 Review Copies of Final Wayne S. Brown Short Plat map(3 sheets)with 1 reduced copy "Pumpkin Patch Short Plat" 1 10/01/13 Lot Closures 1 9/20/13 Supplemental No. 1 to Subdivision Certificate Remarks: For Final Review and Approval. Mr. Malcolm Harris is preparing the Road Maintenance Agreement. Please feel free to call if you have any questions. Copies to: Signed f`F f( Ja Bartron'' OCT 2 2013 it JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT FINDINGS AND CONCLUSIONS FOR ADMINISTRATIVE SUMMARY DECISION Wayne Brown WAYNE BROWN SHORT PLAT; SUB12-00008/MLA12-00118 Proposal: Subdivide 10.73 acres into 2 lots with a minimum lot size of 5.00 acres for residential use. The property is zoned RR 1:5. Property Location: The property is located at 27 Lords Lake Loop Road, Quilcene; just northwest of the intersection of SR 101 and Lords Lake Loop Road, Quilcene. Legal Description: APN 702-111-004; North '/2 NE quarter (South 330 feet west of the USFS Road)within Section 11, Township 27 North Range 2 West, WM. Property Description: Lords Lake Loop Road runs parallel to the eastern property boundary and the Little Quilcene River runs parallel to the western property boundary just inside the parcel boundary. The parcel has two existing single family residences, two wells, two septic system and components and some out- buildings. The property is heavily vegetated except where driveway accesses and development have occurred. A driveway runs parallel to proposed Lot 1 southern property line and then continues to head north on the eastern portion of proposed Lot 2 to the parcel north of the subdivision where it connects to Lords Lake Loop Road. The northwest corner of the parcel is at an elevation of approximately 197 feet; the southwest corner's elevation is approximately 191 feet; the southeast corner's elevation is approximately 188 feet and the northeast corner is approximately 200 feet. Proposed Lot 2 has the highest elevation of approximately 208 feet. The lots are served by a private driveway accessed off of Lords Lake Loop Road located in the southeast corner of the parcel and runs parallel to Lot 1 southern boundary then continues north through the eastern portion of Lot 2 and continues through to the parcel to the north of the proposed subdivision where it reconnects to Lords Lake Loop Road. Community Plan: The Jefferson County Comprehensive Plan Land Use Map designates the site as Rural Residential 1:5. Surrounding Area: The smallest parcel in the vicinity of the proposed subdivision consists of approximately 0.41-acres however; the majority of the surrounding parcels on average are close to 5-acres in size. The parcel immediately west of the proposed short plat is approximately 81-acres in size. Several of the Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 1 of 20 surrounding parcels have existing houses and several of the parcels are undeveloped. Access to surrounding parcels is via Lords Lake Loop Road, SR 101, Rice Lake Road, Leland Valley Road and private easements. Applicable Goals and Policies: Jefferson County Comprehensive Plan Chapter 3, "Rural Residential Land Use Policies",pages 3-47 to 3-49. Chapter 3, "Transportation Policies",page 3-61. Chapter 3, "Rural Character Policies", 3-61 to 3-64. Applicable Ordinances: Ordinance No. 11-1218-00,Jefferson County Code(Title 18) SEPA:The proposed short subdivision is subject to environmental review under WAC 197-11-800 (6)(a); approval of short plats on lands covered by water. Notice Information: Mailed to county agencies and adjacent property owners July 20, 2012. Published in the July 25, 2012 edition of the Jefferson County-Port Townsend Leader. Applicant posted site on July 30, 2012 per Affidavit of Posting Notice. Testimony: No verbal or written testimony was received on this application. Agency Responses: • County Public Works Department: Written comments dated December 13, 2012 are hereby incorporated by reference. • County Health Department: Written comments dated November 13, 2012 are hereby incorporated by reference. • Jefferson County Assessor's Office: Written comments dated July 26, 2012 are hereby incorporated by reference. • Department of Ecology: Written comments dated August 8, 2012 are hereby incorporated by reference. • City of Port Townsend Community Development: No comment received. • PUD#1: No comment received. • Jefferson Transit: No comment received. • Port of Port Townsend: No comment received. • WDFW SEPA: No comment received. • DNR SEPA: No comment received. • East Jefferson Fire&Rescue: No comment received. • Port Townsend School District 48: No comment received. • Hoh Indian Tribe: No comment received. • Point No Point Treaty Council: No comment received. • Port Gamble S'Klallam Tribe: No comment received. • Quinault Indian Nation: No comment received. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB 12-00008 Page 2 of 20 • Quileute Nation: No comment received. • Skokomish Tribe: No comment received. • Suquamish Tribe: No comment received. • Jamestown S'Klallam Tribe: No comment received. Staff Findings and Conclusions: 1. The proposal is to subdivide 10.73 acres parcel into two (2)residential lots. 2. The proposed short subdivision is subject to the policies of the Jefferson County Comprehensive Plan. The applicable policies are discussed below. 3. The proposed short subdivision is subject to the requirements of Chapters 18.30 and 18.35 of the Jefferson County Code (JCC). There are several ordinance requirements that apply to the proposed subdivision: Chapter 18.30.30 JCC Water Supplies; Chapter 18.30.040 JCC Sewage Disposal; Chapter 18.30.080 and 090 JCC Roads; Chapter 18.35 Article IV JCC Short Subdivisions. The applicable criteria and requirements are discussed below. 4. The Jefferson County Comprehensive Plan Rural Residential Land Use Policy LNP 3.3 states: "Rural residential densities shown on the Land Use Map shall be designated by three (3) residential land use densities: one dwelling unit per five (5) acres, one dwelling unit per ten (10) acres, and one dwelling unit per twenty (20) acres in size and subject to the following criteria: LNP 3.3.1: A residential land use designation of one dwelling unit per 5 acres (RR 1:5) shall be assigned to those areas throughout the County with: a. an established pattern of the same or similar sized parcels (i.e., 5 acres) or smaller sized existing lots of record; b. parcels of similar size (i.e., 5 acres) or pre-existing smaller parcels along the coastal areas; c. parcels immediately adjacent to the boundaries of the Rural village Centers; and d. as an overly to pre-existing developed"suburban"platted subdivisions. e. Parcels designated as Forest Transition Overlay. The parcel is a legal conforming lot consisting of 10.73 acres and zoned RR 1:5. The subject property is surrounded by on average 5-acre parcels. Lords Lake Loop Road runs parallel to the eastern boundary and the Little Quilcene River runs parallel to the western property boundary just inside the parcel boundary. Approval of this subdivision request is consistent with the mapped zoning designation of RR 1:5 and the surrounding parcels. To create an additional lot within the county continues to have a sufficient variety of rural densities as it has legislatively created RR 1:5; RR1:10 and RR1:20 zones and is consistent with the Comprehensive Plan Land Use Policy. 5. The Jefferson County Comprehensive Plan Rural Residential Land Use Policy LNP 14.1 states: Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 3 of 20 "Ensure that land use decisions are based on land use ordinances which are in compliance with the Critical Areas Ordinance and all applicable state and federal environmental laws." The proposed lots both have existing single family residences and garages. Each lot has its own septic system and drainfields as well as individual on-site wells. The entire parcel is located within a SUSC aquifer recharge area. A septic permit (SEP71-46)was permitted for the 1972 house. A second septic permit (SEP02-251) was permitted for the 2003 manufactured home. The submitted proposal does not require additional aquifer protection measures. Future permits will be reviewed by the county to assure the greatest protection of the aquifer recharge area. Development of a stormwater site plan is not required for the development of the plat. Proposed Lot 2 western boundary is identified as conservancy shoreline designation due to the location of the Little Quilcene River. The stream requires a 150 foot buffer on each side of the stream as measured from OHWM. In addition to the 150 foot buffer, a 5 foot building setback is also required on each side of the stream, measured from the edge of the stream buffer. The parcel is identified as being located within a seismic hazard and erosion hazard zones on the west side of the river. East of the river are two existing single family residences and septic systems. The short plat is to divide the parcel so that each residence and improvements are located on its own parcel. No development will occur on the west side of the river within the seismic or erosion hazard zones. The portion of the parcel lying adjacent to the river and to the west of the river is identified as being located within a flood hazard Zone A. No development exists on the west side of the river and no development is being proposed on the west or east side of the Little Quilcene River. Existing residences, out buildings, wells, septic and components located on each proposed lot, are well outside of the mapped flood zone hazard area. Future permit reviews will assure that proposed building and/or development will continue to be located outside of the flood zone hazard area. The surveyor shall be responsible for surveying the existing location of the Little Quilcene River on both sides to accurately reflect its location and the 150 foot FWHCA buffer and the 5 foot building setback line. No other critical areas were identified on site. 6. The Jefferson County Comprehensive Plan Transportation Policy LNP 17.1 states: "Encourage development and land use proposals that utilize existing transportation systems and provide non-motorized transportation opportunities." Report prepared:January 3,2013 Wayne Brown Short Plat MLA1 2-00 1 1 8/SUB 12-00008 Page 4 of 20 There is an existing driveway that is accessed from Lords Lake Loop Road in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. The initial segment of the access road appears to be located on the adjoining parcel to the south. This should be noted on the final plat. An adequate access road will ensure protection for public health and safety. Provision of a second access to the site from the public road system is not necessary. 7. Chapter 18.30.030 JCC Water Supplies: "When the development or redevelopment of land requires the availability of a supply of potable water as determined by the Administrator, potable water shall be delivered by a means approved by the Washington Department of Health and/or Jefferson County Health and Human Services." There are two existing wells that serve the two parcels within this short plat. Water quality information submitted with the application indicated adequate source of water from both wells. The wells must be identified on the plat with the well tag number if applicable and the 100 foot well radius easement. Label Lot 1 well with USR 03-07 to distinguish it from the other well. The final mylar shall depict the water line located from the well to the existing residence on proposed Lot 1. 8. Chapter 18.30.040 Sewage Disposal: "All development shall be provided with an individual, on-site septic system and drainfield approved by the Jefferson County Health Department in compliance with Chapter 8.15 JCC, unless the Jefferson County Health Department determines that public sewer is available which would then require connection to the approved public sewer." There are two existing septic permits on the subject parcel; SEP71-46 which serves Lot 1 and SEP02-251 which serves Lot 2. Soils test pits were evaluated on each lot and shall be graphically portrayed on the face of the final plat with their respective soil log number. Environmental Health provided the following comments as conditions of preliminary approval: • Remove the building constructed over the drainfield as depicted on Lot 2. Removal shall be verified prior to final plat approval. • On Proposed Lot 1 the area identified as 21' x 70' reserve area for existing house shall be removed. (Remove the language and the box/reserve area itself). Report prepared:January 3,2013 Wayne Brown Short Plat MLA1 2-001 1 8/SUB12-00008 Page 5 of 20 9. Chapter 18.30.080 JCC Roads: "Roads providing access to or within subdivision shall be constructed to the standards of the Department of Public Works. Public Works road design standards require provision of a 20 foot wide clear zone." There is an existing driveway accessed off of Lords Lake Loop Road that is located in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. The initial segment of the access road appears to be located on the adjoining parcel to the south. This should be noted on the final plat. An adequate access road will ensure protection for public health and safety. Provision of a second access to the site from the public road system is not necessary. If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required,prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. The access road will serve two existing residences with the potential for two ADUs. It will have a very low traffic volume. It may not be wide enough to ensure adequate fire and emergency vehicle access. In order to ensure adequate fire and emergency vehicle access, the access road should meet the Department's minimum standard for a Rural Access Road / Driveway. It should have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 foot and 25 foot tapers at each end. A turnout should be constructed where the access road curves to the right, approximately 800 feet west of Lords Lake Loop Road. In addition, the road approach from Lords Lake Loop Road should be constructed with a 20 foot width for the initial 30 foot with a 25 foot long taper to the 14 foot wide traveled way. If access road improvements are required, they should be constructed with a 6 inch minimum compacted thickness of gravel base and two inches minimum compacted thickness of crushed surfacing top course. As an alternate to constructing these improvements, the proponent may provide written confirmation from the Quilcene Fire District that access road improvements are not necessary to ensure adequate fire and emergency vehicle access. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 6 of 20 10. Chapter 18.30.080(1)m JCC Roads: "Easements for private roads providing access to and/or internal circulation within subdivisions shall be 60 feet in width. Easement width may be reduced on the recommendation of the Department of Public Works based on a finding that the public health, safety, and welfare will be protected and that the easement width is adequate for the construction and maintenance of roads and utilities. Where reduced access easement widths are proposed,parallel utilities easements may be required." There is an existing driveway accessed off of Lords Lake Loop Road that is located in the southeast corner of the parcel. A twenty foot wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities. The typical road section required to serve a development of this type is 14 feet wide drivable width with intervisible 20 foot wide turnouts, ditches, and cut and fill slopes. On moderate terrain a minimum 30 foot wide easement would be necessary. If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 11. Chapter 18.30.080(1)n JCC Roads: "Access easements from the County Road system to the subdivision shall be provided consistent with the requirements of this Code. Access from the public road system shall be depicted on the final plat." Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final plat. All easements of records shall be graphically portrayed on the final plat with the Auditor's File Number (AFN)of the easements also reference on the face of the plat. 12. Chapter 18.30.080(1)p JCC Roads: "Subdivisions shall establish an agreement for the continuing maintenance of private roads either by recording a separate instrument and referencing said instrument on the plat or by declaring a maintenance agreement on the plat. The applicant shall submit the maintenance agreement to the Department of Public Works for review and approval prior to final plat approval." The proponent shall establish an agreement for the continued maintenance of the access road by recording a road maintenance agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to final plat approval,the proponent shall submit the Agreement to the Public Works Department for review. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB 12-00008 Page 7 of 20 13. Chapter 18.35.130(a) "Short subdivisions shall be given preliminary approval, including preliminary approval subject to conditions, upon finding by the administrator that all of the following have been satisfied: (1) The proposed subdivision conforms to all applicable county, state and federal zoning, land use, environmental and health regulations and plans, including, but not limited to the following: i. The Jefferson County Comprehensive Plan: and ii. The provisions of this Code, including any incorporated standards; (2) Utilities and other public services necessary to serve the needs of the proposed subdivision shall be made available, including open spaces, drainage ways, roads, streets and other public ways, potable water, transit facilities, sewage disposal, parks, playgrounds, schools, sidewalks, and other improvements to assure safe walking conditions for students who walk to and from school. (3) Approving the proposed short subdivision will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Based on the previous findings, the proposal is found to be consistent with the Comprehensive Plan, Chapter 18 of the Jefferson County Code and the Jefferson County Coordinated Water System Plan. Provisions for open spaces, drainage ways, streets/roads, alleys/other public ways, potable water supplies, sanitary wastes, and parks and recreation have previously been addressed. The site is not within the vicinity of Jefferson Transit bus routes. The site is within the Quilcene School District. Based on current policy of the school district, students living within the site boundaries would not be required to walk to school. Bus service would be provided under the current policy of the district. There is no probable significant adverse environmental impact. The public interest would be served by the division of the 10.73-acre parcel into two lots intended for recreational/residential use. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 8 of 20 WAYNE BROWN SHORT PLAT PRELIMINARY CONDITIONS DEPARTMENT OF PUBLIC WORKS: 1. All easements of record shall be graphically portrayed on the final plat with the Auditor's File Number(AFN) of the easement(s) also referenced on the face of the plat. 2. Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final mylar. 3. If access road improvements are required,the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 4. There shall be a Notice to Potential Purchasers on the face of the final plat that stating that the initial segment of the access road is on the adjacent parcel. 5. The access road shall be constructed to the specifications of the Jefferson County Public Works Department's typical section for a Rural Access Road/Driveway. It shall have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 feet and 25 foot tapers at each end. A turnout shall be constructed where the access road curves to the right, approximately 800 feet west of Lord Lake Loop Road. In addition,the road approach from Lords Lake Loop Road shall be constructed with a 20 foot width for the initial 30 feet with a 25 foot long taper to the 14 foot wide traveled way. Access road improvements shall be constructed with a 6 inches minimum compacted thickness of gravel base and 2 inches minimum compacted thickness of crushed surfacing top course. 6. If road improvements are constructed,the proponent shall implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. 7. Prior to final plat approval the proponent shall either construct the access road to the Public Works Department standard or provide an original written, signed confirmation from the Quilcene Fire District that access improvements are not necessary. 8. The proponent shall establish an agreement for the continued maintenance of the access road by recording a Road Maintenance Agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to recording the Agreement and prior to final plat approval,the proponent shall submit it to the Public Works Department for review. 9. Existing addresses shall be verified for accuracy and consistency with the 911 Emergency Locator System Ordinance and if corrections to addresses are required, they shall be made prior to final plat approval. 10. Address plates for the lots shall be located in accordance with the provisions of the Jefferson County 911 Emergency Locator System Ordinance. 11. In accordance with the Jefferson County Fee Schedule Ordinance, the Public Works Department charges an hourly fee for application and plan reviews, project inspections, Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB 12-00008 Page 9 of 20 meetings, hearings, and final review. The proponent shall pay all fees incidental to the proposal prior to final approval. In the event that approval for the proposal is denied by Jefferson County or the proponent does not complete the proposal, the proponent shall still be responsible for paying the Department's fees. The Department's fee is currently $79 per hour. 12. The proponent shall submit a blue line copy of the site plan and lot closure information prepared by a licensed surveyor to the Department for review. The proponent shall make any corrections or additions prior to final approval. 13. After all preliminary plat conditions are met; the proponent shall submit a final mylar of the plat to the Department for approval by the Director of Public Works. HEALTH DEPARTMENT: 14. The location of the soil test pits and corresponding test pit number shall be graphically portrayed on the face of the final plat. 15. The building constructed over the drainfield on proposed Lot 2 shall be removed. Removal must be verified prior to final plat approval. 16. Remove from the survey drawing the area identified as "21' X 70' Reserve Area For Existing House." Remove the language and the box/reserve area itself. (This is shown on Proposed Lot 1). 17. In the same area as mentioned above, remove the language "for House#27." Retain the box/reserve area and the label of the reserve area. 18. The two wells must be identified on the plat with the well tag number if appropriate. 19. The well on proposed Lot 1 shall also be labeled with county assigned number USR03-7. 20. Show the existing water line location from the well to the existing residence on proposed Lot 1. DEVELOPMENT REVIEW DIVISION: 21. Based on requirements of Chapter 18.35 JCC Final Short Plat, the final mylar shall be prepared in accordance with the final short plat checklist. A copy of Chapter 18.35 JCC is attached. 22. An accurate vicinity map shall be graphically portrayed on the face of the final plat. 23. The final blue line shall depict the name of the subdivision and the county assigned number of SUB 12-00008/MLA 12-00118 on all sheets of the mylar. 24. The names and parcel numbers of adjacent owners shall be deleted from the final mylar survey. 24. The name of the short plat will need to be changed to remove "Brown" as there are already several plats with that name in it. Whatever the new name will be, will need to be verified by the county to assure it is not a duplicate or similar to a previously recorded plat. 25. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Report prepared:January 3,2013 Wayne Brown Short Plat MLAI 2-00118/SUB 12-00008 Page 10 of 20 26. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. 27. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 28. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 29. After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 30. Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 31. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 32. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 33. All temporary erosion control systems shall be designed to contain the runoff from the developed two year,24-hour design storm without eroding. 34. Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 35. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 36. This project may require a construction stormwater permit (also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/programs/wq/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 11 of 20 37. The surveyor shall survey both sides of the Little Quilcene River to accurately reflect its current location. 38. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 39. A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. The building setback line shall be graphically portrayed on the face of the final mylar. 40. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Stream buffers shall be retained in their natural condition; however,minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. • A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. • Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." • All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. • Lighting from any source shall be directed away from the stream buffers. • Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction,replanting with native vegetation shall be required. 41. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Petroleum, fertilizers, cleaners,pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. • Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. • Do not dispose of yard waste (grass clippings, trimmings, etc.) or any other waste in the stream or its buffer. • Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. Report prepared:January 3,2013 Wayne Brown Short Plat MLA 1 2-00 1 1 8/SUB 12-00008 Page 12 of 20 42. An updated plat certificate or supplement shall be submitted with the final blueline and shall be 30 days current. 43. Certificates for the Board of County Commissioners, Clerk of the Board, Director of the Department of Public Works, Department of Community Development Administrator and Environmental Health Department need to be added. 44. Utilities and transportation facilities should be installed in the same rights-of-way when the effect will be to reduce the adverse impacts on the physical environment. 45. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Outdoor residential storage shall be maintained in an orderly manner and shall create no fire safety,health or sanitary hazard. • Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 46. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Exterior lighting for residential uses shall not exceed twenty feet(20')in height from the finished grade excepting when such lighting is an integral part of building or structure. Ground level lighting is encouraged. • Exterior lighting shall be energy efficient and shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel. • Exterior lighting shall be directed downward and away from adjoining properties and public rights-of-way. No lighting shall blink, flash, or be of unusually high intensity or brightness. • All lighting fixtures shall be appropriate in scale, intensity, and height to the use they are serving. 47. The following notices shall be placed on the final plat under"Notice to Potential Purchasers": • Maximum building height shall not exceed 35 feet. • Maximum impervious surface coverage shall not exceed 25%. • Minimum setbacks from Cape George Road, Blue Ridge Road and any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 13 of 20 48. The following notices shall be placed on the final plat under "Notice to Potential Purchasers": • Any further subdivision of the lots within this plat will be subject to the densities permitted in the Jefferson County Ordinances and Codes in effect at time of such application. These lots may or may not be further subdivided in the future. • Approval of this subdivision does not constitute approval of building or sewage disposal permits on each lot. Permit approval will be subject to building lot plans, type of use, contours, and soils on individual lots. Permits will be reviewed in accordance with site conditions and regulations existing on the date the permits are applied for. • Any removal of or major disturbance of soil within the proposed drainfield areas may create site conditions that are unacceptable of the installation of sewage disposal systems. 49. Consistent with RCW 84.56.345, current year and, if applicable, all delinquent property taxes including compensating tax from open space program shall be paid in full prior to the Treasurer signing the mylar and paper copies of the short plat. 50. The applicant must submit a reproducible copy plus seven(7)paper copies of the proposed final short plat to the Department of Community Development. The proposed final short shall contain elements as described in Chapter 18.35.120 JCC and shall include certifications and other requirements as provided in Chapter 18.35.190 JCC and 18.35.370 JCC. NOTICE: The sale of lots prior to final short plat approval is unlawful. EXPIRATION: Preliminary approval will expire on January 8,2016. The Department of Community Development shall not be responsible for notifying the applicant of impending preliminary short plat expiration. SUBMISSION: It is the responsibility of the applicant or authorized representative to ensure the final short plat is submitted in accordance with the conditions of preliminary approval. This includes paying all property taxes and submitting a recording fee for the final plat and supply an updated plat certificate (within 30 days of submittal), all of which is outlined in the final short plat checklist. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 14 of 20 Chapter 18.35.120 JCC Preliminary short plat contents. (1) A preliminary short plat shall be submitted on one or more sheets and shall provide the information described below. All specifications for required improvements shall conform to the development standards contained in Chapter 18.30 JCC. (a) The name of the proposed subdivisions together with the words "Preliminary Short Plat"; (b) The name and address of the applicant; (c) The name, address, stamp and signature of the professional engineer or professional land surveyor who prepared the preliminary plat; (d) Numeric scale (50 feet or fewer to the inch), graphic scale, true north point, and date of preparation; (e) Identification of all land intended to be cleared, and the location of the proposed access to the site for clearing and grading during site development or construction; and (f) A form for the endorsement of the administrator, as follows: APPROVED BY JEFFERSON COUNTY Department of Community Date Development Administrator (2) The preliminary plat shall contain a vicinity sketch sufficient to define the location and boundaries of the proposed subdivision with respect to surrounding property, roads, and other major constructed and natural features. (3) Except as otherwise specified in this chapter, the preliminary short plat shall contain the following existing geographic features, drawn lightly in relation to proposed geographic features: (a) The boundaries of the property to be subdivided, and the boundaries of any adjacent property under the same ownership as the land to be subdivided, to be indicated by bold lines; (b) The names of all adjoining property owners, or names of adjoining developers; (c) All existing property lines lying within the proposed subdivision, including lot lines for lots of record which are to be vacated, and all existing property lines for any property adjacent to the subject property which is under the same ownership as the property to be subdivided (as described in JCC 18.35.110(3)) shall be shown in broken lines; (d) The location, right-of-way widths, pavement widths and names of all existing or platted roads, whether public or private, and other public ways within 200 feet of the property to be divided; (e) The location, widths and purposes of any existing easements lying within or adjacent to the proposed subdivision; (f) The location, size and invert elevation of sanitary sewer lines and stormwater management facilities lying within or adjacent to the proposed subdivision or those that will be connected to the subdivision as part of the proposal (if applicable); (g) The location and size of existing water system facilities including all fire hydrants lying within or adjacent to the proposed subdivision or those which will be connected to as part of the proposed subdivision (if applicable); (h) The location, size and description of any other underground and overhead facilities lying within or adjacent to the proposed subdivision (if applicable); (i) The location of any environmentally sensitive areas as described in Article VI-D of Chapter 18.15 JCC, including all floodplains lying within or adjacent to the proposed subdivision; Report prepared:January 3,2013 Wayne Brown Short Plat MLA 1 2-00 1 1 8/SUB 12-00008 Page 15 of 20 (j) The location of existing sections and municipal corporation boundary lines lying within or adjacent to the proposed subdivision; (k) The location of any well and associated setbacks existing within the proposed subdivision; (I) The location of any individual or on-site sewage disposal system existing within the proposed subdivision; (m) Existing contour lines at intervals of five feet, labeled at intervals not to exceed 20 feet; (n) The location of any existing structures lying within the proposed subdivision; existing structures to be removed shall be indicated by broken lines, and existing structures not to be removed shall be indicated by solid lines. (4) The preliminary plat shall show the following proposed geographic features: (a) The boundaries in bold solid lines of any proposed lots, tracts or parcels, the area and dimensions of each proposed lot, tract or parcel, and the proposed identifying number or letter to be assigned to each lot, tract or parcel, and block (if applicable); (b) The right-of-way location and width, the proposed name of each road, street or other public way to be created and the estimated tentative grades of such roads; where roadways may exceed the maximum allowable grade or alignment, the director of the department of public works may require sufficient data, including centerline profiles and cross-sections, if necessary, to determine the feasibility of said roadway; (c) The location, width and purpose of each easement to be created; (d) The boundaries, dimensions and area of public and common park and open space areas; (e) Identification of all areas proposed to be dedicated for public use, together with the purpose and any condition of dedication; (f) Proposed final contour lines at intervals of five feet; final contour lines shall be indicated by solid lines; contour lines shall be labeled in intervals not to exceed 20 feet; (g) The building envelope, as defined in JCC 18.10.020, shall be indicated for each lot; (h) Proposed monumentation; (I) Proposed location and description of all individual or community wells, or water system improvements, including fire hydrants (if applicable); (i) Proposed location and description of all sewage disposal improvements, including (if applicable) profiles and all pump stations and their connections to the existing system; (k) Proposed location and description of all stormwater management improvements; (I) Proposed road cross-sections, showing bicycle and pedestrian pathways, trails and sidewalks (if applicable); (m) Proposed type and location of road lighting (if applicable); (n) Proposed type and location of landscaping (if applicable); (o) Proposed location and description of transit stops and shelters (if applicable); (p) Proposed covenants, conditions and restrictions (CC&Rs) on development (if applicable). (5) Upon review of an application, the administrator may require additional pertinent information, as deemed necessary, to satisfy any other regulatory requirements. The administrator may also waive specific submittal requirements determined to be unnecessary for review of an application. In such event, the administrator shall document the waiver in the project file or log. [Ord. 11-00 § 7.3(4)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 16 of 20 Chapter 18.35.190 JCC Accompanying documents — Final short plat. (1) In cases where any restrictive deed covenants or CC&Rs will apply to lots or parcels within a subdivision, a type written copy of such covenants, bearing all necessary signatures, shall be submitted along with the final plat. Where the recordation of specific deed restrictions or CC&R provisions have been required as a condition of preliminary plat approval, the administrator shall approve and sign the deed restriction or CC&Rs prior to final plat approval. (2) The final plat shall be accompanied by a current (i.e., within 30 days) title company certification of the following: (a) The legal description of the total parcel sought to be subdivided; (b) Those individuals or corporations holding an ownership interest and any security interest (such as deeds or trust or mortgages) or any other encumbrances affecting the title of said parcel. Such individuals or corporations shall sign and approve the final plat prior to final approval; (c) Any lands to be dedicated shall be confirmed as being owned in fee title by the owner(s) signing the dedication certificate; (d) Any easements or restrictions affecting the property to be subdivided with a description of purpose and referenced by the auditor's file number and/or recording number; and (e) If lands are to be dedicated or conveyed to the county as part of the subdivision, an American Land Title Association (A.L.T.A.) policy may be required by the director of the department of public works. (3) All maintenance, performance and guarantee bonds or other guarantees as may be required by the director of the department of public works and the approved improvement method report to guarantee the acceptability and/or performance of all required improvements. [Ord. 11-00 § 7.3(11)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA 12-00118/SUB 12-00008 Page 17 of 20 Chapter 18.35.370 JCC Preparation of a final long plat. The final long plat shall be prepared in accordance with the following requirements: (1) The final plat shall be prepared by a land surveyor licensed by the state of Washington or a Washington state licensed engineer. (2) Six paper copies of the final long plat shall be submitted, measuring 18 inches by 24 inches in size, allowing one-half inch for border. A final long plat shall contain the following information: 9 p 9 i (a) The name of the subdivision; (b) Legal description of the property being subdivided; (c) Numeric scale, graphic scale, true north point and date of preparation of the final plat; (d) The lot line of the plat, referenced to county (USC&GS) datum and based on an accurate traverse, with angular and linear dimensions and bearings; (e) The exact location, width and name of all roads, streets, alleys and other public ways within and adjacent to the subdivision; (f) The exact location, width and purpose of all easements and dedications for rights-of- way provided for public and private services and utilities; (g) True courses and distances to the nearest established road lines, or sections or quarter section corner monuments which shall accurately locate the subdivision; (h) Section lines accurately tied to the lines of the plat by distances and courses; (i) All lot and block numbers (if applicable) and lines, with accurate dimensions in feet and hundredths of feet; (j) All house address numbers as assigned by the county; (k) Delineation of the building envelope of each lot; (I) The radii, internal angles, points of curvature, tangent bearings and lengths of arc; (m) The accurate location of each permanent control monument; (n) All plat meander lines or reference lines along bodies of water shall be established as above, but not farther than 20 feet from the high water line of such body; (o) Accurate outlines and legal descriptions of any areas to be dedicated or reserved for public use, with the purpose of such dedication or reservation and any limitations indicated thereon and in dedication; (p) Accurate outlines of any area to be reserved by the deed covenant for common use of owners of property within the subdivision, together with the purposes of such reservation; (q) Any restrictions or conditions on the lots or tracts within the subdivision, as required by the county or at the discretion of the property owner, including but not limited to environmentally sensitive areas buffers; (r) The auditor's file number of all documents and conveyances recorded with the Jefferson County auditor associated with preliminary or final plat approval; (s) The name and seal of the Washington State licensed land surveyor or Washington State licensed engineer responsible preparation of the final plat, and a signed certification on the plat by said surveyor to the effect that it is a true and correct representation of the land actually surveyed by him or her, that the existing monuments shown thereon exist as located and that all dimensional and geodetic details are correct; (t) A signed, notarized certification stating that the subdivision has been made with the free consent and in accordance with the desires of the all persons with ownership and/or security interests in the property. If the plat includes a dedication, the certificate or a separate written instrument shall contain the dedication of all roads and other areas to the public, any individual or individuals, or to any corporation, public or private, as shown on the plat. Such certificate or instrument shall be signed and acknowledged before a Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 18 of 20 notary public by all parties having any interest in the land subdivided. The owner shall waive all claims against the county, on behalf of the owner and the owner's successors and assigns, which may be occasioned by the establishment and/or construction of any roads, streets, storm drainage improvements or other improvements; (u) An offer of dedication may include a waiver of right of direct access to any road from any property. Such waiver may be required by the director of the department of public works as a condition of approval. Any dedication, donation or grant as shown on the pp Y face of the P lat shall be considered as a quit claim deed to the said donee or grantee for Y purpose use for the p p ur intended by the donation or grant; (v) Signature blocks for the appropriate certification of the county auditor, director of the department of public works, director of the public health department, and DCD administrator, as follows: DIRECTOR OF PUBLIC WORKS CERTIFICATE I hereby certify to the best of my knowledge that this final plat is in compliance with the certificate of improvements issued pursuant to the Jefferson County Unified Development Code and is consistent with all applicable county improvement standards and requirements in force on the date of preliminary plat approval, this day of , 20_ Director, Jefferson County Department of Public Works DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATOR'S CERTIFICATE I hereby certify that on this day of , 20_, that this final plat is in substantial conformance with the preliminary plat and any conditions attached thereto, which preliminary plat was approved by Jefferson County on the day of , 20 Administrator, Jefferson County Community Development Department JEFFERSON COUNTY PUBLIC HEALTH DIRECTOR CERTIFICATE Approved by public health department the on this day of , 20_ Director, Jefferson County Public Health Dept. Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 19 of 20 TREASURER All taxes and/or assessments due are paid in full on this day of 20 Jefferson County Treasurer (w) A form of the approval of the County assessor, as follows: ASSESSOR'S APPROVAL Examined and approved this day of , 20_ Jefferson County Assessor Attest: Deputy Jefferson County Assessor (x) A form for the certificate of the Jefferson County recorder, as follows: RECORDING CERTIFICATE Filed for record at the request of Jefferson County this day of 20 , at minutes past M., and recorded in Volume of Plats, page Records of Jefferson County, Washington. Jefferson County Recording Number_ Manager Superintendent of Records (y) Any additional pertinent information as required at the discretion of the director of the department of public works or the DCD administrator. (4) All signatures or certifications appearing on a final plat shall in be reproducible black ink. [Ord. 11-00 § 7.4(11)] Report prepared:January 3,2013 Wayne Brown Short Plat MLA12-00118/SUB12-00008 Page 20 of 20 if SON c JEFFERSON COUNTY °, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelooment 4. .. Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.iefferson.wa.us 16'471N6C° Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center FINAL MITIGATED DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS MLA12-00118/SUB12-00008 DATE: January 3,2013 PROPONENT: Wayne Brown PROPOSAL: Subdivide 10.73 acres into 2 lots of which Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has an existing single family residences and out-buildings, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non- Significance (DNS) or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. The subdivision lots are proposed for residential use. LEGAL DESCRIPTION: APN 702-111-004; North '/2 NE quarter (South 330 feet west of the USFS Road)within Section 11, Township 27 North Range 2 West, WM. PROJECT LOCATION: The property is located at 27 Lords Lake Loop Road, Quilcene; just northwest of the intersection of SR 101 and Lords Lake Loop Road, Quilcene. MITIGATIVE MEASURES: 1. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. 2. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil 1 and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. 3. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 4. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 5. After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 6. Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 7. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 8. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 9. All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24-hour design storm without eroding. 10. Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 11. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 12. This project may require a construction stormwater permit (also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: 2 a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/programs/wq/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. 13. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 14. A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. 15. Stream buffers shall remain naturally vegetated. 16. Stream buffers shall be retained in their natural condition; however, minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. 17. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs,trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 18. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 19. All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. 20. Lighting from any source shall be directed away from the stream buffers. 21. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction, replanting with native vegetation shall be required. 22. Petroleum, fertilizers, cleaners, pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. 3 23. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. 24. Do not dispose of yard waste (grass clippings, trimmings, etc.) or any other waste in the stream or its buffer. 25. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above-described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This DNS is issued after using the optional DNS process in WAC 197- 11-355. Jefferson County has considered comments on its preliminary determination of non- significance. There is no further comment period on the DNS. APPEAL: This determination is issued pursuant to WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination. There is no additional comment period. Any appeal of this determination on the bases of noncompliance with the provisions of Chapter 43.21c RCW (State Environmental Policy Act) must be submitted in writing and conform with the procedures as set forth in Jefferson County Code (JCC) 18.40.330(5) with an appeal fee of$973.00 by 4:30 p.m., December 17, 2012 to the Jefferson County Department of Community Development, Development Review Division (621 Sheridan Ave, Port Townsend, WA 98368) for consideration by the Jefferson County Hearing Examiner CCLA 1P\-i. 2,o t 3 Stacie Hoskins, SEPA Responsible Official Date 4 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE II LAND USE PERMIT APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 DATE ISSUED:January 08, 2013 DATE EXPIRES:January 08,2016 MLA NUMBER: MLA12-00118 PROJECT PLANNER: Michelle Farfan PROJECT DESCRIPTION: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non-Significance (DNS)or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance(DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. PROJECT LOCATION: Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 CONDITIONS: 1.) DEPARTMENT OF PUBLIC WORKS: All easements of record shall be graphically portrayed on the final plat with the Auditor's File Number(AFN) of the easement(s)also referenced on the face of the plat. 2.) Lords Lake Loop Road and SR 101 shall be graphically portrayed on the face of the final mylar. 3.) If access road improvements are required, the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30 foot width. If access road improvements are not required, prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20 foot wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. 4.) There shall be a Notice to Potential Purchasers on the face of the final plat that stating that the initial segment of the access road is on the adjacent parcel. 5.) The access road shall be constructed to the specifications of the Jefferson County Public Works Department's typical section for a Rural Access Road/ Driveway. It shall have a 14 foot wide traveled way and intervisible turnouts with a 20 foot width for a length of 50 feet and 25 foot tapers at each end. A turnout shall be constructed where the access road curves to the right, approximately 800 feet west of Lord Lake Loop Road. In addition, the road approach from Lords Lake Loop Road shall be constructed with a 20 foot width for the initial 30 feet with a 25 foot long taper to the 14 foot wide traveled way. Access road improvements shall be constructed with a 6 inches minimum compacted thickness of gravel base and 2 inches minimum compacted thickness of crushed surfacing top course. 6.) If road improvements are constructed, the proponent shall implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. 7.) Prior to final plat approval the proponent shall either construct the access road to the Public Works Department standard or provide an original written, signed confirmation from the Quilcene Fire District that access improvements are not necessary. 8.) The proponent shall establish an agreement for the continued maintenance of the access road by recording a Road Maintenance Agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to recording the Agreement and prior to final plat approval, the proponent shall submit it to the Public Works Department for review. 9.) Existing addresses shall be verified for accuracy and consistency with the 911 Emergency Locator System Ordinance and if corrections to addresses are required, they shall be made prior to final plat approval. 10.) Address plates for the lots shall be located in accordance with the provisions of the Jefferson County 911 Emergency Locator System Ordinance. 11.) In accordance with the Jefferson County Fee Schedule Ordinance, the Public Works Department charges an hourly fee for application and plan reviews, project inspections, meetings, hearings, and final review. The proponent shall pay all fees incidental to the proposal prior to final approval. In the event that approval for the proposal is denied by Jefferson County or the proponent does not complete the proposal, the proponent shall still be responsible for paying the Department's fees. The Department's fee is currently$79 per hour. 12.) The proponent shall submit a blue line copy of the site plan and lot closure information prepared by a licensed surveyor to the Department for review. The proponent shall make any corrections or additions prior to final approval. 13.) After all preliminary plat conditions are met; the proponent shall submit a final mylar of the plat to the Department for approval by the Director of Public Works. 14.) HEALTH DEPARTMENT: The location of the soil test pits and corresponding test pit number shall be graphically portrayed on the face of the final plat. 15.) The building constructed over the drainfield on proposed Lot 2 shall be removed. Removal must be verified prior to final plat approval. 16.) Remove from the survey drawing the area identified as"21'X 70' Reserve Area For Existing House." Remove the language and the box/reserve area itself. (This is shown on Proposed Lot 1). 17.) In the same area as mentioned above, remove the language"for House#27." Retain the box/reserve area and the label of the reserve area. 18.) The two wells must be identified on the plat with the well tag number if appropriate. 19.) The well on proposed Lot 1 shall also be labeled with county assigned number USR03-7. 20.) Show the existing water line location from the well to the existing residence on proposed Lot 1. 21.) DEVELOPMENT REVIEW DIVISION: Based on requirements of Chapter 18.35 JCC Final Short Plat, the final mylar shall be prepared in accordance with the final short plat checklist. A copy of Chapter 18.35 JCC is attached. 22.) An accurate vicinity map shall be graphically portrayed on the face of the final plat. 23.) The final blue line shall depict the name of the subdivision and the county assigned number of SUB12-00008/MLA12-00118 on all sheets of the mylar. 24.) The names and parcel numbers of adjacent owners shall be deleted from the final mylar survey. 25.) The name of the short plat will need to be changed to remove"Brown"as there are already several plats with that name in it. Whatever the new name will be, will need to be verified by the county to assure it is not a duplicate or similar to a previously recorded plat. 26.) Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. 27.) Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. 28.) Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 29.) During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 30.) After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 31.) Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 32.) A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 33.) Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 34.) All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24-hour design storm without eroding. 35.) Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 36.) Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 37.) This project may require a construction stormwater permit(also known as National Pollution Discharge Elimination System (NPDES)and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/programs/wq/stormwater/construction/-Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. 38.) The surveyor shall survey both sides of the Little Quilcene River to accurately reflect its current location. 39.) A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 40.) A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. The building setback line shall be graphically portrayed on the face of the final mylar. 41.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Stream buffers shall be retained in their natural condition; however, minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. Lighting from any source shall be directed away from the stream buffers. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction, replanting with native vegetation shall be required. 42.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Petroleum, fertilizers, cleaners, pesticides, etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. Do not dispose of yard waste (grass clippings, trimmings, etc.) or any other waste in the stream or its buffer. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. 43.) An updated plat certificate or supplement shall be submitted with the final blueline and shall be 30 days current. 44.) Certificates for the Board of County Commissioners, Clerk of the Board, Director of the Department of Public Works, Department of Community Development Administrator and Environmental Health Department need to be added. 45.) Utilities and transportation facilities should be installed in the same rights-of-way when the effect will be to reduce the adverse impacts on the physical environment. 46.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Outdoor residential storage shall be maintained in an orderly manner and shall create no fire safety, health or sanitary hazard. Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 47.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade excepting when such lighting is an integral part of building or structure. Ground level lighting is encouraged. Exterior lighting shall be energy efficient and shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel. Exterior lighting shall be directed downward and away from adjoining properties and public rights-of-way. No lighting shall blink, flash, or be of unusually high intensity or brightness. All lighting fixtures shall be appropriate in scale, intensity, and height to the use they are serving. 48.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Maximum building height shall not exceed 35 feet. Maximum impervious surface coverage shall not exceed 25%. Minimum setbacks from Cape George Road, Blue Ridge Road and any ingress/egress easement rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 49.) The following notices shall be placed on the final plat under"Notice to Potential Purchasers": Any further subdivision of the lots within this plat will be subject to the densities permitted in the Jefferson County Ordinances and Codes in effect at time of such application. These lots may or may not be further subdivided in the future. Approval of this subdivision does not constitute approval of building or sewage disposal permits on each lot. Permit approval will be subject to building lot plans, type of use, contours, and soils on individual lots. Permits will be reviewed in accordance with site conditions and regulations existing on the date the permits are applied for. Any removal of or major disturbance of soil within the proposed drainfield areas may create site conditions that are unacceptable of the installation of sewage disposal systems. 50.) Consistent with RCW 84.56.345, current year and, if applicable, all delinquent property taxes including compensating tax from open space program shall be paid in full prior to the Treasurer signing the mylar and paper copies of the short plat. 51.) The applicant must submit a reproducible copy plus seven (7) paper copies of the proposed final short plat to the Department of Community Development. The proposed final short shall contain elements as described in Chapter 18.35.120 JCC and shall include certifications and other requirements as provided in Chapter 18.35.190 JCC and 18.35.370 JCC. 52.) NOTICE: The sale of lots prior to final short plat approval is unlawful. 53.) EXPIRATION: Preliminary approval will expire on January 8, 2016. The Department of Community Development shall not be responsible for notifying the applicant of impending preliminary short plat expiration. 54.) SUBMISSION: It is the responsibility of the applicant or authorized representative to ensure the final short plat is submitted in accordance with the conditions of preliminary approval. This includes paying all property taxes and submitting a recording fee for the final plat and supply an updated plat certificate (within 30 days of submittal), all of which is outlined in the final short plat checklist. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 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Data contained in this map is limited by the method and accuracy of its collection.Thu Jan 03 13:15:47 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 1/3/2013 Michelle Farfan From: Rios, Carrie (ECY) [CRIO461 @ECY.WA.GOV] Sent: Wednesday, August 08, 2012 12:06 PM To: Michelle Farfan Cc: Cornett, Deborah (ECY); Smith, Joyce M. (ECY) Subject: Ecology SEPA No. 12-3517 "Brown Short Plat" Comment Letter Attachments: 12-3517.pdf Importance: High Ms. Farfan, Attached are our comments for the Brown Short Plat project (Ecology File No. 12-3517). Comments are due 08/08/12. Please reply to this message for confirmation. Thank you. Carrie Rios Department of Ecology Southwest Regional Office - Records (360) 407-6310 ca rrie.rios @ecy.wa.gov tt d 1 srATF .a aiee: ••.&ee� u Oy yt 1889 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Sax 47775 •Olympia, Washington 98504-7775 °(360)407-6300 711 for Washington Relay Service 'Persons with a speech disability can call 877-833-6341 August 8, 2012 Michelle Farfan, Associate Planner Your address Jefferson County _ -.jti { is in the Community Development Department 621 Sheridan Street ).; Snow Port Townsend, WA 98368 r `'� � `` watershed Dear Ms. Farfan: Thank you for the opportunity to comment on the optional determination of nonsignificance/notice of application for the Brown Short Plat project(MLA12-00118) located at 27 Lords Lake Loop Road in Quilcene as proposed by Wayne Brown. The Department of Ecology (Ecology) reviewed the environmental checklist and has the following comment(s): SEPA REVIEWER: Sonia Mendoza WATER QUALITY CONTACT: Deborah Cornett (360) 407-7269 Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of chapter 90.48 RCW, water pollution control, and WAC 173-201A, water quality standards for surface waters of the state of Washington, and is subject to enforcement action. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or stormdrains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g., Little Quilcene River, streams and their buffers) and stormdrains draining to water of the state or cause water quality degradation of state waters. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. The cleanup of spills should take precedence over other work on the site. After completion of this project, there is likelihood that stormwater runoff will contain increased levels of grease, oils, sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. Clearing limits and/or any easements or required buffers should be identified and marked in the field, prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. August 8, 2012 Page 2 A permanent vegetative cover should be established on denuded areas at final grade if they are not otherwise permanently stabilized. Properties adjacent to the site of a land disturbance should be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. All temporary erosion control systems should be designed to contain the runoff from the developed two year, 24-hour design storm without eroding. Provision should be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled out or swept. Wash water from paint and wall finishing equipment should be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. This project may require a construction stormwater permit(also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: 1. One or more acres of soil surface area will be disturbed by construction activities. 2. The site already has offsite discharge to waters of the state or storm drains or will have offsite discharge during construction. An application with instructions can be downloaded from Ecology's website at: http://www.ecy.wa.gov/programs/wq/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stormwater. Ecology's comments are based upon information provided by the lead agency. As such, they may not constitute an exhaustive list of the various authorizations that must be obtained or legal requirements that must be fulfilled in order to carry out the proposed action. If you have any questions or would like to respond to these comments, please contact the appropriate reviewing staff listed above. Department of Ecology Southwest Regional Office (CR:12-3517) Cc: Deborah Cornett, WQ Joyce Smith HQ/WQ Wayne Brown (Applicant) Scot Clark, Clark Land Office (Agent) A Jefferson County n'S . Department of Public Works �. ,? ` r r�� } 623 Sheridan St. t ', Port Townsend, WA 98368 • (360) 385-9160 Frank Gifford, Public Works Director Monte Reinders, P.E., County Engineer MEMORANDUM E C E 11V TO: Michelle Farfan Department of Community Development / 0 E 1 3 2012 \-.) FROM: James W. Pearson,Project Manager N DATE: December 13, 2012 IEFFERSON DEPT.OF COMMON IT(D DES RE: SUB 12-00008 Wayne Brown Short Subdivision Application Review After review of the proposed subdivision,the Department has the following recommendations based on the standards of the Unified Development Code: A. Transportation 1.Rights-of-way/Easements Unified Development Code Requirements Unified Development Code JCC 18.30.080(1)(h)requires subdivisions to provide access to the public road system at two locations,when feasible.A single access may be allowed provided that the public safety is protected. Unified Development Code JCC 18.30.080(1)(i)states that access to subdivisions from collector and arterial roads should be restricted. Unified Development Code JCC 18.30.080(1)(1)requires dedication of a right-of-way 30 feet in width from the centerline of public roads, if such a right-of-way has not been previously dedicated. Unified Development Code JCC 18.30.080(1)(m)requires dedication of 60 feet wide private road easements,but allows a reduced width on recommendation from the Public Works Department. Unified Development Code JCC 18.30.080(1)(n)requires access easements from the public road system to be provided and depicted on the final plat. Public Works Department Findings Access to the site is from Lords Lake Loop County Road,a local access road. The preliminary plat depicts a 66 feet wide right-of-way for Lords Lake Loop Road. This ROW was granted to the US Forest Service prior to the road being established as a County Road.No additional ROW dedication is required. - . 1 Y,•.• -- • A 20 feet wide easement is proposed across Lot 1 to Lot 2. The easement needs to be wide enough to accommodate the access road and utilities.The typical road section required to serve a development of this type has a 14 feet wide drivable width with intervisible 20 feet wide turnouts, ditches,and cut and fill slopes. (See Road Design and Construction below.)On moderate terrain a minimum 30 feet wide easement would be necessary. The initial segment of the access road appears to be located on the adjoining parcel to the south. This should be noted on the final plat. An adequate access road will ensure protection for public health and safety. Provision of a second access to the site from the public road system is not necessary(See Road Design and Construction below.) Public Works Department Recommended Preliminary Plat Conditions • If access road improvements are required,the access easement from Lords Lake Loop Road to Lot 2 shall have a minimum 30' width. If access road improvements are not required,prior to final plat approval the proponent shall demonstrate to the satisfaction of the Public Works Department that the proposed 20' wide easement is adequate to accommodate the access road and utilities. Otherwise a wider easement adequate to accommodate the access road and utilities shall be provided. • There shall be a notice to purchasers on the final plat that the initial segment of the access road is on the adjacent parcel. 2.Road Design and Construction Unified Development Code Requirements Unified Development Code JCC 18.30.020(5)requires all developments to be served by appropriate transportation facilities. Unified Development Code JCC 18.30.080(1)(a)requires roads serving developments to be designed and constructed to comply with the adopted standards of the Jefferson County Public Works Department, including the American Association of State Highway and Transportation Officials(AASHTO)Policy on Geometric Design of Highways and Streets. Public Works Department Findings The access road will serve 2 existing residences with the potential for two ADUs.It will have a very low traffic volume. It may not be wide enough to ensure adequate fire and emergency vehicle access. In order to ensure adequate fire and emergency vehicle access,the access road should meet the Department's minimum standard for a Rural Access Road/Driveway. It should have a 14' wide traveled way and intervisible turnouts with a 20' width for a length of 50' and 25' tapers at each end. A turnout should be constructed where the access road curves to the right,approximately 800' west of Lords Lake Loop Road. In addition the road approach from Lords Lake Loop Road should be constructed with a 20' width for the initial 30' with a 25' long taper to the 14' wide traveled way. If access road improvements are required,they should be constructed with a 6"minimum compacted thickness of gravel base and 2"minimum compacted thickness of crushed surfacing top course. As an alternative to constructing these improvements,the proponent may provide written confirmation from the Quilcene Fire District that access road improvements are not necessary to ensure adequate fire and emergency vehicle access. Public Works Department Recommended Preliminary Plat Conditions: • The access road shall be constructed to the specifications of the Jefferson County Public Works Department's typical section for a Rural Access Road/Driveway. It shall have a 14' wide traveled way and intervisible turnouts with a 20' width for a length of 50' and 25' tapers at each end.A turnout shall be constructed where the access road curves to the right, approximately 800' west of Lords Lake Loop Road. In addition the road approach from Lords Lake Loop Road shall be constructed with a 20' width for the initial 30' with a 25' long taper to the 14' wide traveled way. Access road improvements shall be constructed with a 6"minimum compacted thickness of gravel base and 2"minimum compacted thickness of crushed surfacing top course. • Prior to final plat approval the proponent shall either construct the access road to the Public Works Department standard or provide written confirmation from the Quilcene Fire District that access improvements are not necessary. 3.Road Maintenance Agreement Unified Development Code Requirements Unified Development Code JCC 18.30.080(1)(p)requires that subdivisions establish an agreement for the continuing maintenance of private roads. Public Works Department Recommended Preliminary Plat Conditions: • The proponent shall establish an agreement for the continued maintenance of the access road by recording a Road Maintenance Agreement with the Jefferson County Auditor and referencing the Agreement on the final plat. Prior to final plat approval,the proponent shall submit the Agreement to the Public Works Department for review. B.Drainage,Erosion Control,and Stormwater Management Unified Development Code Requirements Unified Development Code JCC 18.30.060 Grading and JCC 18.30.070 Stormwater Management Standards set standards for erosion control and stormwater management.The Code adopts the requirements of the Washington State Department of Ecology Stormwater Management Manual for Western Washington.The standards are based on the area of impervious surface created and the area of land disturbing activity performed. Public Works Department Findings The proposal may create a minor amount of new impervious surface and land disturbing activity for minor road improvements. If road improvements are constructed,the proponent should implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. Public Works Department Recommended Preliminary Plat Conditions: • If road improvements are constructed,the proponent should implement temporary erosion and sedimentation control best management practices to avoid tracking sediment on to Lords Lake Loop Road. Michelle Farfan From: Susan Porto Sent: Tuesday, November 13, 2012 8:49 AM To: Michelle Farfan Cc: Randy Marx Subject: SUB12-8 Wayne Brown Attachments: SUB12-8 Wayne Brown.pdf Geez, I just found this in my out box. HD comments on the above reference project. 1 oe, JEFFERSON COUNTY PUBLIC HEALTH 9s °`" oa 615 Sheridan Street• Port Townsend •Washington •98368 www.jeffersoncountypublichealth.org Memo To: MICHELLE FARFAN From: Randy Marx & Susan Porto Date: November 6, 2012 Re: SUB12-00008 Health Department Comments (Septic and Water) SEPTIC Preliminary approval is granted based on: • The removal of the building constructed over the drainfield on the western most lot. Removal must be verified prior to final approval of the subdivision. • Removal from the survey drawing the area identified as" 21'X 70' Reserve Area For Existing House." Remove the language and the box/reserve area its self. (This is shown on the east most proposed parcel.) • In the same area as above removal of the language, "for House#27" Retain the box/reserve area and the label of reserve area. • Review of the existing septic permits on each property indicate both systems are functioning properly and that there are areas with soils suitable to support onsite sewage system repairs on each of the proposed lots. • The lot sizes meet minimum land area requirements specified in WAC246- 272A for the soil type and water supply proposed. Prior to Final approval by Health the following is needed: • Completion of the three bullet items above. WATER Preliminary approval is granted based on the: • There are two existing wells intended to serve the two parcels of the subdivision • Water quality information submitted indicate adequate source of water from both wells in accordance with requirements. HEALTH COMMUNITY HEALTH DEVELOPMENTAL DISABILITIES PUBLIC HEALTH ENVIRONWAT RLQUALITY MAIN: (360)385-9400 ALWAYS WORKING FOR A SAFER AND MAIN: (360)385-9444 FAX: (360)385-9401 HEALTHIER COMMUNITY FAX: (360)379-4487 Prior to Final approval by Health the following is needed: • The wells must be identified on the plat with the well tag number if appropriate. • Call out USR03-7 on the well associated with proposed lot#1 to distinguish it from the other well. • Show the existing water line location from the well to the existing residence on proposed lot#1. COMMUNITY HEALTH PUBLIC HEALTH ENVIRONMENTAL HEALTH DEVELOPMENTAL DISABILITIES ALWAYS WORKING FOR A SAFER AND WATER QUALITY MAIN: 360385-9400 MAIN: 360385-9444 FAX: 360.385-9401 HEALTHIER COMMUNITY FAX: 360-379-4487 Michelle Farfan From: Michelle Farfan Sent: Tuesday, January 08, 2013 12:16 PM To: 'sepaunit @ecy.wa.gov'; 'SEPACENTER @dnr.wa.gov'; 'SEPAdesk @dfw.wa.gov' Cc: Michelle Farfan Subject: FW: Final MDNS Wayne Brown Short Plat MLA12-118/SUB12-08 Attachments: [Untitled].pdf Please find attached the Final DNS for MLA12-118, Wayne Brown Short Plat. Regards, Michelle Farfan Associate Planner, FHM Lead Dept. of Community Development 621 Sheridan Port Townsend WA 98368 mfarfanOco.lefferson.wa.us 360-379-4457 360-379-4473 (fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1, 2008. Our office is open to the public 9:00 am - 4:30 pm Monday to Thursday and closed on Fridays. Original Message From: HP Copier Digital Sender [mailto:hpcopier @co.jefferson.wa.us] Sent: Tuesday, January 08, 2013 12:13 PM To: Michelle Farfan Subject: Final MDNS Wayne Brown Short Plat MLA12-118 / SUB12-08 Please open the attached document. This document was digitally sent to you using an HP Digital Sending device. 1 #i1 SON a JEFFERSON COUNTY % DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 Web:www.co.Jefferson.wa.uslcommunitvdevelooment Tel:360,379.4450 I Fax:360.379.4451 (Email:dcd()co.ieferson.wa.us Building Permits&Inspections(Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center FINAL MITIGATED DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS MLA12-00118/SUB12-00008 DATE: January 3,2013 PROPONENT: Wayne Brown PROPOSAL: Subdivide 10.73 acres into 2 lots of which Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has an existing single family residences and out-buildings, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non- Significance (DNS) or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. The subdivision lots are proposed for residential use. LEGAL DESCRIPTION: APN 702-111-004; North 1/2 NE quarter (South 330 feet west of the USFS Road)within Section 11,Township 27 North Range 2 West, WM. PROJECT LOCATION: The property is located at 27 Lords Lake Loop Road, Quilcene; just northwest of the intersection of SR 101 and Lords Lake Loop Road,Quilcene. MITIGATIVE MEASURES: 1. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. 2. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent stormwater runoff from carrying soil i and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles,and soil will damage aquatic habitat and are considered to be pollutants. 3. Proper disposal of construction debris must be on land in such a manner that debris cannot enter water of the state (e.g. Ludlow Creek, streams and their buffers) and storm drains draining to waters of the state or cause water quality degradation of state waters. 4. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents,and other deleterious materials must be contained and removed in a manner that will prevent their discharge to waters and soils of the state. Cleanup of spills should take precedence over other work on the site. 5. After completion of this p roject, there is likelihood that stormwater runoff will contain n increased levels of grease, oils sediment, and other debris. It is recommended that stormwater treatment devices be installed so that any discharge will be appropriately treated to remove these substances. 6. Clearing limits and/or any easements or required buffers shall be identified and marked in the field prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing. 7. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized. 8. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins. 9. All temporary erosion control systems shall be designed to contain the runoff from the developed two year,24-hour design storm without eroding. 10. Provision shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept. 11. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and, as such, would be subject to enforcement action. 12. This project may require a construction stormwater permit (also known as National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction). This permit is required for projects which meet both of the following conditions: 2 • a. One or more acres of soil surface area will be disturbed by construction activities. b. The site already has off-site discharge to waters of the state or storm drains or will have off-site discharge during construction. An application with instructions can be downloaded from Ecology's website at http://www.ecy.wa.gov/Droerams/wo/stormwater/construction/ - Application. Construction site operators must apply for a permit at least 60 days prior to discharging stonnwater. 13. A minimum 150 foot streamside buffer width shall be applied to each side of the Type S shoreline stream (Little Quilcene River) as measured from the OHWM. The buffers shall be graphically portrayed on the face of the final mylar. 14. A building setback line of five feet is required from the edge of any stream buffer; however, nonstructural improvements such as septic drainfields may be located within setback areas. 15. Stream buffers shall remain naturally vegetated. 16. Stream buffers shall be retained in their natural condition;however,minor pruning of vegetation to enhance views or provide access may be permitted as long as the function and character of the buffer are not diminished. Vegetation trimming and/or removal of stream buffers shall be reviewed by the Administrator on a case by case basis. 17. A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs,trees, a hedgerow,or any other prominent physical marking approved by the UDC Administrator. 18. Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred(100) feet,whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 19. All construction activities shall not encroach upon the stream buffers. This includes the storage or preparation of materials. 20. Lighting from any source shall be directed away from the stream buffers. 21. Stream buffers shall remain naturally vegetated. Where buffer disturbance has occurred during construction,replanting with native vegetation shall be required. 22. Petroleum, fertilizers,cleaners,pesticides,etc. should be stored in containers under cover and away from water sources and critical areas until properly disposed. 3 23. Avoid using salt on impervious surfaces such as walks and driveways during freezing weather to prevent it from being washed/transported to the Little Quilcene River. 24. Do not dispose of yard waste(grass clippings,trimmings,etc.)or any other waste in the stream or its buffer. 25. Do not maintain vehicles or equipment in areas where contaminants will wash directly into the stream buffer. Maintenance areas should include filter swales or grassy areas of sufficient width to intercept surface flows into critical areas or their buffers. NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above-described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This DNS is issued after using the optional DNS process in WAC 197- 11-355. Jefferson County has considered comments on its preliminary determination of non- significance. There is no further comment period on the DNS. APPEAL: This determination is issued pursuant to WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination. There is no additional comment period. Any appeal of this determination on the bases of noncompliance with the provisions of Chapter 43.21c RCW (State Environmental Policy Act) must be submitted in writing and conform with the procedures as set forth in Jefferson County Code (JCC) 18.40.330(5) with an appeal fee of$973.00 by 4:30 p.m.,December 17, 2012 to the Jefferson County Department of Community Development, Development Review Division (621 Sheridan Ave, Port Townsend, WA 98368)for consideration by the Jefferson County Hearing Examiner LC ,, 3 2c,t 3 C Stacie Hoskins, SEPA Responsible Official D'ate 4 Michelle Farfan From: HP Copier Digital Sender[hpcopier @co.jefferson.wa.us] Sent: Tuesday, January 08, 2013 11:55 AM To: Michelle Farfan; Jim Pearson; Randy Marx; Susan Porto Subject: wayne brown short plat approval; sub12-00008 Attachments: [Untitled].pdf Please open the attached document. This document was digitally sent to you using an HP Digital Sending device. 1 Jefferson County 7‘.$0N Assessor's Office THE HEART OF THE OLYMPIC PENINSULA P.O. Box 1220, Port Townsend, WA 98368 �9SkINGetO Jack Westerman III, Assessor MEMO from the mIEcrtiviE; i \� Office of J, JEFFERSON COUNTY ASSESSOR `! I e DEC 1 1 `? J TO: Michelle Farfan, DCD JEFFERSON COUNTY OPT.OF COMMUNITY DEVELOPMENT FROM: SherrCe'Shold., Property Operati.o-vw Viijjedt-el) DATE: December 10, 2012 RE: MLA12-00118 Wayne S. Brown SP MESSAGE: Michelle, I hadn't commented on this one as of yet because I was waiting for the signature and full description page. And, I assume it isn't necessarily ready to go because you have not sent me a reminder. Without reviewing the 2nd page,here are my comments to date: If the title of the short plat could be changed it would be great. We already have four various plats including the name Brown. (360) 385-9105 • FAX (360) 385-9197 • web site: www.co.jefferson.wa.us Michelle Farfan From: Jim Pearson Sent: Monday, December 03, 2012 10:38 AM To: Michelle Farfan Cc: Terry Duff Subject: RE: SUB12-8/MLA12-118; Wayne Brown, 27 Lords Lake Loop Road, Q The address for the house on the next parcel north is 193 LLL Rd. Since the access to the house on Lot 2 is thru that parcel, its address is probably 191 LLL Rd. Terry may have this info. Jim Pearson Jefferson County Public Works Department 623 Sheridan Street Port Townsend, WA 98368 (360) 385-9162 (360) 385-9234 Fax From: Michelle Farfan Sent: Monday, December 03, 2012 10:32 AM To: Jim Pearson Subject: SUB12-8/ MLA12-118; Wayne Brown, 27 Lords Lake Loop Road, Q Hi Jim: I have an address of 27 Lords Lake Loop Road for this short plat. However, there are two existing residences. Looking into old permits there is another address that came up as 191 Lords Lake Loop Road. Can we verify that the addresses are correct and what address goes to what lot so the surveyor can depict it on the final mylar? Thanks. Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 Sheridan pore Townsend WA 98368 mfarfan @cojefferson.wa.us 360-379-4457 360-379-4473 (fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 92.56 RCW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am-q:30 pm Monday to Thursday and closed on Fridays. 1 Michelle Farfan From: Pat Perryman Sent: Thursday, July 26, 2012 10:09 AM To: Michelle Farfan Subject: MLA12-00118 July 26,2012 RE: MLA12-00118 Brown Michelle, After reviewing the application submitted to us on July 19, 2012 for this Short Plat, I have no comments concerning this proposed action. If you have any questions or comments, please do not hesitate to contact me. Thanks, Pat Pat Perrryman P.0. Box 1220 Port Townsend,WA 98368 (36o)385-9365 or (36o)385-9222 e-mail pperry_man@co4efferson.wa.us 1 r- • CN N 1, Q rn & g Li 1 O N v II g Z w ry m o j _ > n o 3> W N- o z W W (� o Z w ►- N (NW 1/4 12 - 27N - 2W) 0 2729.88 (� �1 } = R0� 702��101 55 TO%81 ._ V) w 4 SE 4, RD ,.89°. �- (/) Ow Y � r',.,;-, r � HESS R%W (T A%43) v 1 O Z w o .� 1E55 _ 4 -- — Nom); - ¢ a � ~ jp2�,�0J05 110°' O� X '-' ° TAx6 - I� nz 1P 10 8411 - ,°,,,5°(5TATO a 8., Z 295 50E) a '" nr 0 jp2111018 to) i.ea°. ( giL °gm S 1I!! jp211101f^" 'w°s_a s =oBAp/ _ 0C °� n..w d r'b,��ti,�,h."�7y as n .. e c ro r pVOa A3l�V� ONb�31 Ft P:;49"M HWY 101 ti " rg n od n oo ,1 r� "'N \ 030 o[zer� N w o oNN ° \\ P. ozv, ) z vl� r n N X \ 00Tr1 �avta - N cc 1 O F..7,' 'a \ PC _. Z 0 ,\ �Q _ _ Pe'9rr I za N amai APN: '7 (t(034 NAME: # ,1 1 23 Add.APN Add.APN NOT Printed Printed SPAAD Category Intake Req's ❑ ❑ County Zoning ❑ ❑ Cases/Conditions by Parcel# ❑ ❑ Water Service Area ❑ Printed from EH map set Plat Maps 12 ❑ Laserfiche Documents VI ❑ Road System *"* *** Leave on for all or most maps Assessor Maps-H High-light parcel on Map Lots ❑ ❑ Parcel Tags-H ❑ ',`t 6001 Permits-H ❑ w 2006-07 Shoreline Photos Nr, ❑ Left/Mid/Right Shoreline Arcs ❑ k Shoreline Polygons I ❑ DNR FP Stream Class ❑ DNR Stream ❑ DNR Water Bodies ❑ ❑ LFA-Fish ❑ ❑ Soils-H ❑ ❑ No parcel label Marbled Murrulets ❑ Heritage Points ❑ Type: Spotted Owls ❑ Bald Eagle Nests&Buffers V. El No parcel label Priority Habitats and Species 8/06 lgl ❑ Type Wetlands ❑ ❑ Loo-A erV n ` Rare Plants -Ecosystems El Type: Seismic Hazard ❑ TA Landslide Hazard ❑ FEMA FIRMS ❑ 0' Map Panel#: Erosion Hazard, n__________ _.___ — — Critical Aquifer Recharge areas ❑ V5tt�L' Wells-Chloride g ❑ No parcel label Mineral Lands ❑ No parcel label Shoreline Slope Stability ❑ Chanel Migration ❑ Airport Overlays ❑ No Shooting Zone ❑ SIPZ ❑ County Zoning-UGA E ❑ Lir, LIDAR Hillshade UN. No parcel label-Printed with Countours USGS Topos ❑ No parcel label 47011 2009 Aerial Photos ❑ No parcel label Assessor's Info ❑ [3( MLA Number Form ❑ ❑ Pre Application File ❑ ❑ Reviewer Letter Sent ❑ ❑ Eagle C Wetland ❑ Eagle Plan Required ❑ ❑ 1 page C Habitat Man Plan C ESA Map Checklist 10-13-2008 Map Output Page 1 of 1 • ArcIMS HTML Viewer Map Millial 1 ,.-4•i I1---,ma• CPS Se le ciLteerFFeadtures JC Roads i 202304t ii:Le1L.Y.4 Parcels-H County Zoni ng 1-,, MPR SF Tracts •,,,, '3+ . Rkval Rawdon.1 5 r .,...c..:2-1,-:,2,L.Z...4.-...! 7 Y _... Rural Rasodent 6111 10 a.,..:L... .,.- , Rural RasPen.1 20 Fern Hollow Ln '' -i MIS S9 5. ,...,2 ,Z.,.,1 '''' III MPR Mull rtarmly .0 MPRResort Complex c; 102''',:,•22, Pants and R.... . MPR Opon&pace t. •_. ... I R1,21For. 11. Gorrenorclal Forest . Inboidlna f orast Ilea,industrial ,.1 1 A MPR+Maga Center A API:23 . MEM R ural 20 Mg Cantor InResource Based Ind Ltabt Indust. 1 MPR Racroatoon g ;II O Waste Mg,'CPT %., LLC 1. C rossroods.GG ill C roes:ear,NC MI AL 1.20 „ Igil UGA.Urbon Coroner., UGA-Urnan LIght Industrial UGA.M DR UGA•11 DR iG1111012 Mit 300T\__ ,I, 702113007 7021 ti4038 UGA Publ. 1 F-..4,, 0/2* / 4 -k•6 ..— ii__ UGA LDR 11 1 1 4, , e , , LIGA VIsitar Ormutod Conynar.1 =113009 702193002 1 4' —--",., 702193011 ItAMIRD4 Gonvononos k. 702113002 ,—' 1 MPR DRN Brinnon / M.y.r.a-oodaltay.kAfarsenCassyGorerasSI.cesGIS i, ,rsag NZ 40'8 GS 8011RLO Cerrorarcoi Forest , Mineral R asou roc OvarLsy FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma•is limited b the method and accurac of its collection.Wed Nov 09 14:24:57 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne—ovmap&ClientVersion=4.... 1 1/9/201 1 , Map Output Page 1 of 1 ArcIMS HTML Viewer Map — 70202!x:-2 (--JJff/ 1, '1 702013907 7020249.4 ;r'u�4=_"4 j t 702024908 7020240 21 7021224022 _.. _'—f 1, _____._ ....._..._ r 1 702024(%79 702024013 702023007 7020240/6 /t 7 702024036 f + }- ---- 702024W8 1 702073047 ! r 7 1 \\t'I f 702024019 f. / II S 702024023702024423 �` 702024012 g J jr I / �J 702024020\ O f 702122005'-.. ` `Fem Hnlbw Ln p ' !o 1 702111005j1 7021/1025 a /02111024 _6-.. d r 702/22005 k -"___-- _._ .. _:-: r( 702122010• S 702711023- i t 1 702211001 702111023 .p 702717002`�� JC R Legend r i 71-- ... — ',\,\,,,702114006 t 11 7 702177003 ..T..__— Assessor Maps-H �`' )Ot1t2oD6i) f f� ❑ , 7 1r, ;`I yl` t\, Parcels-H 702E 41(703 l 702111022 � !/ at 'z , 7021110181, 702171078 702122007; 1 n2+.s027 702111004 702'*7404 I �r1 !tl 702112002 ti{ —__ ( /...2 1 078 — I 8, {11 702111006 702122024 i, j 702111011 ,t 702111013 702122019 702111007 702111007 '''----------""_. 702111014 _ � _ 6 o i( 702111010 }} rr , ''� tit{ 702111008 C4 I 1 7021f1012�7� F �O 700111013 a "`-"-1'k 702111000 - 70211103/.. 102111028 . ltI 1 702111009 1, 1; 702125001 702111014 7l 1 702111041 702111016 1 702111032 702111017 70211104}2 '� , 702125002 . ''_ / .g —_702111015 ___-- T .t �o ' N2t 14037 702113012 I� 702l13007 ' 702223007 ii 702114038 1 1 I 702114013 t _ 702123001 }} --1— --- b +r-.-_.._- - 702114039 �Oi r. �1 [ 702113009 7 702743002 ��' 702113002 (r— l ( 702114020 k fff 111 0 ji ; 702793005 ! r — _ Maas traveled te,amerson Canty Cara Spaces GS / ti 0 ' -- 702114018 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:25:59 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map } ` ���' �j'i i II f / 1 2� .1,_(4461;C:C7°\ �I -1 1� 702024011 �° ! L-,.'4 1 i i. , t �? 1� voatoz4ou / t1 I 1,-' ti' �� 1\ , � ;;- '� S��� i ,6,; !cr 7 62021000 X24,.3 '' '�Jypl'� J l r }111r�! . j"'"l` v' 2624 ° rr i'( ° 1' ` 1 r �` ' . .21:11 i 1•,:2,',607 �� '�, c 14023 n12024023-rt----� f?011224 ��' �g y/ j1 .''_ f t`'Ir •,102024020 ` r f ; f f1j+, ,r2 22005 •'ate ��Fem Flo Now Ln °�1` �'�- L---`� { l�� `� ,1111// t (,.. i 702111025 $ 741 u24 �.! '��R ',.- ``� t.L�...p�� s�4"023--` _` r-`r 1/1,1 '; �� oz... ?., ro2,1s02e 9%.r - Legend o r I 003 f Selected Features ,l2' � -`\ _I..... 702114006 I 1 1p I. ) f° JC_Roads t, 702111626,, 1. 1.,` tt,� , , v•(r r ;115 ;:� Vs 4 I.. Parcels-H �,7• Ett200.-.-, I Irr 702111022 I --.-1)1■1i/ t� 1 ko v� �, contou s Al\\'' ` Y�` 2y \v'' 1 f-'1 702 (t 11 7021117 `-�`. 10 Foot Contour po@�} i.o :' 1 1 SSl 1 762 L. 3 }}} � � � f 50 Foal contour }� � I�r +� a 702111004 70211100/ + l j ��c 11 ' I�1 r !G ,yf Q jam } ~�-,1 >• � ��_ 1 1 702111006 1 t:�, 7°2'221'2' r. 1707;;1071.71!)'11-71-2.21 7021N61 t }�702t110t8 c•�Y9 7r2111007 702111007 �,v_. r„, 1,1,...,11,1.6G:7702111014 7, { f &I 1--It-,,, ,�-�-. 702111010 . 1 -4- f O 3q' 1 Y Ii "! r'"1 J —t,j ` t 04 ���•N 7021t1006 4� 1 !E t \.� CL U E 702111012 1 r 1 1 �' ?,Qo. '• J i 762111013 { r�7a2/16ai° 0 'I ' ,i T "\J }— 1.7021,1035 I J7 ry L -'�. r`_t (r r<` t 102111019.' 1 , 7,t 4J ?p _. 1 I 702111016 .I 702} • � �l (/'•,,(-, I I , . 31 � '102111097�702111042 t � �� � 02125002 �_ \ —,, i? '.- ( , t 1 '.,t r� �l.1`, - ���$• 70211fo,s / I / /4 �yy� !� •� I I�15 ) ' �, ,'s;�--- 1 ! F r '11 f r+r r.. t 1 ({ 702114037 ( N f ,•i1+13012 li 10211 „ /!!2 9 577( 1',v 702114008 , �„ ri I J I 4/ M:ir. l 1 I �� I. - t 702114013 c1 1!1 (i 11 002 .-1'q/' �' . y'' 762t table�• I-- _1i /4{ �. �r701 w 702114020 f s.1:vs rmuled Mde:Ibsen Cwt,CareE"roues MS l"' c �lr/%i:,r ^� ^ 0 7a2113o05 X 702•<70•E / FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:25:45 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map •/:•.:22L,:•„:2 ,,:::,:2-1,:■39 ,,,„ 1, ; 7, 7020110X, 7007024014 ' fill'il =ow „„'702024021.10„'2 11::21O22 0 \ 719 20:2:7 16 ' ? '---' Fem Hallow Ln (o .2 N2111005 I (l 7 r,..:2 —00.7. 702111023 S'cl +,.;2111002 Legend t / 1 \ Selected Features 1, I 702111.333 JC_Roads 1 /I /02025 : ( Parcels-H 702112003 : ;l 702111022 ll--„------411/' \ , I Parcel Tags-H 1 ) ,... ,c,2,,....,,„ 7021102110111810118 702122007, ii No Specei Report \702111001 702111004 1 El SPOCIS Report 702112002 0 i I '' 1 ; 702111006 1 1, 702111011 \ 7021110194702122, ' '''''' ...''' 702111007 702111007 702111014 I I ; 702111010 1 ...."--'- i 1 702111004 i 1 ,..-------) , I-1-702111012\ 1 I4--- 702111013 I V, 702111031, 1702111001-1, 702111024 ---i .1 1 702111009 '1, I 702111019 .1 \ ________ 70211 2111016 Wet 70 „ 702111032 .l.'„,.,x 702111017 702111042 ' ,___ I 702125002 I J si 702111016 _ I / 1 -..,. 702113012 i 702113007\,,,,, 702113007 1 1 702114036 702114037 702,14013 ) \ i 1 i 1\ -1,6 % ) :, 11 l' 702114038 'I I 1 , 702123101 A702113009 ; 702113002 ,, 1,3002 .„.,;::'2 702113011 r-- '., 1 10211,305 1 I 702110020 1 Slaps reeneldadby.telersolCoeSirCerasiSsresesGte 1 / 0 702.140Y8 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:30:09 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 1 1/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. t 702025003 (' 702024018 702024000 t j" i .f to�4008-702013001 il 702024014 7020240/4 , :702024022 _..,.'t f ..._..-_._ _._._._._ 4�} / r 702023009 702024016 4! '+ hi),.1. t 7020240l X220240,6 t_S R r e T0202A092 V !I" 702024020 O 702 =Fern HodOwln 7022 2 9 005. f 702111025 i 702111024' 'A l t+g i�t�: 7021 702111001 702111023 tt 702121002 Legend 1Y I X11 003 Selected Features '702114006 '? JC_Raads 702111026 t ) ,+ Parcels-H !02112003 })j 702111018 Permits-H 1 702111018 ':702122 702111027 702111021 i 702111∎4n 0'9ili , j} I f 702t11018 702+12002 102011018 yy� 702111018 ' '`iM1 702111006.. 702122024 F111018 119 702110007 702111007 0702111010 102111006} ¢ •�0 4 --j; 702111013 .t I S1 r° _- 1 702111000 ., .., 702111033 1702111037. :702111028 702111000 , 70212500 702111019 .. --, 70201101'1 702111016.. 702111012 Ic 011702111013 M x� 702114037 j OMB 702113.007`.. 70221300X: 702114038 i 4! 702114013 6g 702 22X_:•. 1 702154038 . dr 702113002 �rt 702123011 702113005 + +•+ 0 Nats wadded ear Jela�Cosy CexX Smxo.GO ...— FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma.is limited b the method and accurac of its collection.Wed Nov 09 14:30:27 2011 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 , Map Output Page 1 of 1 ArcIMS HTML Viewer Map /0262:Tay3—Th ' 7020240/8 702024009 ' '-' i/ i . 702013001 , 702024006 7020240/4 //' (7 702024014 102024022 ‘ , .,, /02024022, , 1, T _. 70202100, 102024016 /i P32024000 4 ? ) /02024016 ..___,..4 ( 70=4013 / 702024008 714 /020240'9 r,, ,r, / . ( i / g /02024023 702024023 702024012 4?, .' INA24020 V? / , , • Fem Hollow Ln 1'702111005i / 102."1024 1: i -----1 / 712212 702 ,i,111023 IN .1 Legend 7 5 22 +02"'CO' 702111023 702111002? ‘,, 0 Selected Features 11 Itt. r----1, / n 702111003 H ' JC_Roads -?\:,,,, 702114006 702,110261/ / \ 1 702112003 ( , Parcels-H i 1 I 702111022 , t----IP , I ■ ,' C arson...ant-0'3u bu rnan 1 /02'220.:I ' , 70211,02, ' 702111018 1 /02111021 c , /1 ConvervaricOmurat 702111004 702111004 , , Urban '`., ■ ,04/4 Suourban , i 702112002 IC2'.`018 _1_4_ 102111018 1 -' , Island I i . 702111006 i ., 102122024 1 I 702111011 '' 702111018 702122019 A.,/ Consennmcy 702111007 702111007 — 732111014 W . Nanww6.1,0,,,.. I V 702111010 "21/SC°8 , 702111012\ \ 0 702111013 ---1 702111 70211103 ; 702111026 1 . l I 1 702111000 \ ', 702125001 1 1 ?ti,....,,,z,, 702111010 . 1 1 ■ 11 \ 1 702111041 702111016 702111032 s 702111017 712111042 ' 702125CO2 . ' 702111015 4- 1 .cli I I ___ 1 702113012 , 7021131207\ ., 702113007 ra2 11 PC2114037 I 1 . 102114013 1 /02''3009 702113032 64 Ofr,s, 702"4018 /02173011 , 702123001 702113002 702114020 702'13005 Alms xaeckri',...r.e.sul Cortf C.a.,Sc-,,,,GIS o 70241408 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:30:40 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 1 1/9/20 1 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 702075093 N. 'Th ��`r _ ! ) 02013404 „70202401:20240' 7020240'.2 7020+02 , 1 1 m2•f0-� /02024022 I 'v 1 \ 70202, 4mz 7444¢40 G /702023001 '74"2022,2`5 +' )•l 220`3 l 102024046 I(I 1- 1 11 : ,0.4Q27.C:f 7020730Q7 j /OLJ2•Iv3 rt 9 ,'� 12?702024023 <i<40'2 9 / rl IS w. /702422< •< __ G- Fem F4o8ow Ln m 1 a 5 /c,211100Sj� i i lI y 702122005 1 70212270 eo 702/11023 i'. , +i 702111001 702111023 ! 702111002% s, r-� Legend '....A. I I ',1 1 / Sarre sd Features __.—jjJJ 7 i 7021111303 ,� 702744008 �1� ,i t JC Roads r 1', 762171026 / f+ 1 ._� 702111022 /`----�/i '1 1� 11 1 P I -11 702tf2603 1 _._ 1 Clan FP Stream ,\.� ,+ r 702771018 Classification 702111027 1 702117616 702tY2007� 702'•11021 "1. 702111004 702111004 A/ F Grsh Ilabeal rr' Itl N Non frsh Ilaaaal I 702112002 _. _. ^J" NA NonpfWI Naoam Pawn nor I Ns.Non 4rsh 11a64al Soasonal 1 yt i 702111008 �! r 702111011 yS 7021 +n.tl7 22019702122024 /r 1.fr nr roa Sharame 3 t 702111014 �.. 702111007 702111007 ___._._...___._.__ 702111010 ( Y f�.�- �_. •o � 702111008 d 0i !,� .1�1 702111012 A ,1 �a 1 1 715111013 D i ii 1--'702111035 I '–"-- 10211403 --I- 702111028 ��,702111101 702111008 \ } 702225003 . 702111041 702111016 702111042 {.- 3 702111032 702111017 ' 11 7021250(72 �___702117015 702113072 �, 702113007\,,. 702/13007 702114037 i f 7oz116 1 `y 1----- -i ! 702114013 — * _— I��‘--- '‘,4"---------- ro2rz3001 ffA{� 702£14006 IL 702173008 702113002 f ''' _ 702113011 702113002 , �I 702114020 i } j j ,02„..1005 Max.xa.•dad ay,Ao--u,c«rMC .0e-sces GAS 7 'y: 0 ( III__7021f40•0 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14 30:59 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 . Map Output Page 1 of 1 ArcIMS HTML Viewer Map /0202 1,0:4 rf( ; til • /' I 702013001 702024008 7020240'4 702024014 LII •''L i .1— ■ 1020240.3 0X240.8 7 r' ) yF 49 310"_'/_}3 7020240'o f s �l! 702024023 702024023 ' _2.1,4!' s 'li / '/' ; 7 z I y. 9r /702024020 7 i _... f / 702 72045 �f ____ Fem HoyOyy.In ... .'= ,„/ ; a , /02111005/ f/ ' 702 a _ .:1.9 A f i 1 ' ._... 7 702122005 ¢222'G 0 702111023 7021 1001` 702111023 °vq 02/11002 1`\ Le ge nd ...A Ts ti Selected Features I� 7424„ , a _ �! 702144008 \ I t I - -1 JC Roads I T: ri 70et,,_�n- y. f„ 1 (l �t,. //\ 4 � P702112003 \i r lj 7(2111016 DNR Streams \,702111027 702141018702122007 Tying 7021 1 102 9 . 1:19://:* 1 '' i Type5 702111004 702114004 \ 1/1 7 ..__. .: � i/7021110".x T1'�4 702112002 4 702111018- ..0,8. .I Type ._ ' t /�Iv Typo/� jt 702114006 � 702122024 �+/ Tr., J 702111011�� 702114018 702tt2019 + 702111007 702111007 'i'--- 702111014 fWr .9 `ter' .I om 1 702111010 ----- -t "r p° /` 702111006 7 1 I' i 702111012 '� i �&,■-4' -----...�i.._._. --- 702111013 S 1 �ti -"',702111009 „<' { --v 702111035 702111031 702111028 j 1 �j k 702111100 9, ■ 702125001 }702111019 9 1 f '1 7oz/17021110'411)4 702111016 '9 702911032 702111017 702111042 1 702.:25002 702'25002 I 1 *, r 702111076 1 0 I I,702114037 Ii \I 702113012 702113007' � 702.13007 702114038 '--- 7021/b43 .�._-- +S --_... — I 1 I 702123001 (y 702914038 , °,t IIA ■ 702113000 702"3001 0 702413014 f 4 i ro y t” •2 1 702113005 I if 702114020 Mmsaadotby926asm CarrtCareSwotsGtS 0 — 702114018 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:31:11 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 702025043 1 i 702024018 10 20240.:9 C— _ J 1 1 20 7°2°13°1 74dV2 //i . 02024014 l '/ i 702024022 I rt 1 702024022 _ -_._y t4,"';t. /02C,2 AY.:" : 722024016 f!) 702024004 ' ,i tf 702024013 5 ll 702024016 r r i 702024068.1 70x,.300+ r 24_'4 r n , ..e j' +,2 24=22 n_ 21 7020240'2 .9j, i tj w' ..2024 4� � i: 7 702122005" ' - ! T_ Fern Ha 110w Ln ti a $ 702111009( ,7 2s 702111024 'A t r d b I 702122006 I t, 702122010 o /02111023 , ! 1 702111023 � 702' -2 �\ 3 Legend 3 7021110261 r �: 702111003 r— CZ Selected Features i ■ 702114006 t ,i,„,,i,„, JC Roads 1 702112003 i 702111022 il �1/ . i I PsrcWs+i s`,., Zi !70211!018 LFA-F1sh _.. _ ,ss., 111027 ? 702111018 7702122007 702111021 1( ' 702111004 702111004 j /i \ t ,, �ti., i 102111012 \ \. 702112002 ‘+ 2.702111018 s ' 70Q1190w i- I 70211/006 tt 702122024 C�, 702111011 1, 702111018 70212 039 • 702111007 702111007 4-- -------- 702111014 I t} 702191010 1 ��.-i -p 702111008 r 5 4 VI, 702111012 1 -"'_" 702111013 1----- 702111036 702111031,z. 702111028 1 702/21004 s 702125005 702111019. I 7021/1041 702111032 \ 74211/017 702111092 02125062 _[ _ ' 7r 0 31 !i I 702113012 702113007- 702113007 _••1 3n _� yj '� -� } 702114013 ` 466 I I 702123001 __. 11 702113409 ` 702113002 10 7021130!1 - —'--. { f 702113002 702114020 f l / 7 ''t 70223005 4126 vm�dx1C7:N3c�i Cerro-Coy.S tius(Y9 0 � ',7 ry702114018 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:31:27 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 , Map Output Page 1 of 1 ArcIMS HTML Viewer Map f '702025003 1 „ii 1 `.E r tt i r d t it ramuola`' ( f`� 1st' N'\ f! , 7 020 130 01 op , `70202d014.�1 79202401/ / � `.� -- 4D 702724022 / '7aC ,, 702024022 j- i�,7 _ 0 ('.\r. t [J 70505300, i 1\ ,■ 702''' 1 If . F02024009 7 :1702f;2•1013 " I ,1'r I :705024016 ?/ 89 ft t` { ' W " j ,_. f y _--. t +70m5A008 ? 702643t1fi/ 70202402370202402370502A019 ++2 ap ,te` rt F I �a5 / rj 702024029 F=� 50'', jJ 702122005 i ' Fein I.O 'r-._ .L r ado, ,, .lo,. 1133;;'702'11,005.° r i j „..7 7 _702177025 702717024 /9 i -N„ 4)/ � O 7am2 005 4 \� 23 "sue - f -'---�o -�-----�-n rI , 702122010 {, 7025I1023`, ) 4 702wOM 702715023 $.ti�” 702111002 F_. A J f� i°esO Legend t t i t !,, `� �`" selected Features ),i 06 { r j s,1762mao3 I 702114006 r 1 . I 1 .J' JC Raads II 705tt1426 1■ 1 r ` r fi 702111052 .. a �r Parcels+, 7021,2003 �70211101 702122007 \ [ n sfl°.-R „C .702„5027 702171019 7021220075 102111021 4 702111004 702111000 `� 44 't _ . l' �`„!cro2117016. �, l 702112002 ; 702111018'1,. i1,OtS. \ ,r 702,,,006 t 702122024 °E �, 7991110115,—.702111018'702122019' ,y„0 702111007 702111007 -- I 702111014 *i 1 t l l 702111010 ( =I f..-I`■�11 1 1 72111006 --1- ti � j< 'A•-- I f4 i`l `` S 702111012 __1 t ri t\\ 702111013 '1 f t !rte 702111000.• / ,'� 1, i1II L-------2111035 702111031`-„ 702111028 ii 1 7ffiitt000 y 702123001 ���`'•� "�� ���702111019__ \, ) 102177015 702111016 i_— ___/p._ I !9t l f 702111032 1',,} 702111017 702711042 `1 i- 702125002 { {G{{.F- ..702111015 ')// „ . _ _,118 . If + sI aE i ' I 702114037 , / j M2t23012 SI 702113007 702113007 702771038 ' J 1 'II, 702774073 ! f r(/ +jug �.. —t. .. rl 1 702714038 { r 702123007 705113009 702113002 1 (0 �J 702113017 702113005 70279/020 _. 702113002 - r ___ Maps uaidedtryaatemn Cony Co rat&r+cas070 Y ( If 0 764117024'40'8 l,, FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:31:39 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 702025003 1020240'8 /02024C0.9 r 4,'" ::` t/ ,,�� I :702024008 702033001 .70202404 702024014 /Y -J /02024022 _ j r 702024022 ._.._ ___--'-"' ( / p\:,, -,,,,I .. _ ( 702023001 7020240/6 }]1 rt , 702024016 1`il 702024009 X42ff14Ut3 y a I4 ,77 + _________ kk 762i724'X'8 2V 3007 70402401 ep i )t :n e 702024023 702024003 702024012 F) (. 1 �'t 702024020\\ 70'', /02122005,,,,,,,, ... --- - 1 IFem H,, In \`. $,..fit 702111025 `..... 111024 l3, 77 ,i f 702122005 1 7 02122010 , t ' p'. ` 7 d i 702111001 702111023 $ 92771002 1 \ s Legend . �� r Selected Features 11 702111003 i� .-___-_ �'—_- III _.__-_ JC + 7021]4006 f 1 - ,P _Roads „//1 702111026 J it S , \ L_ i \, Parcais�t 702112003 1 If 702111022 / 1// / 4 E Wetlands 1 .) 7„ ,l l 7021110ts( ( I X. 702114027 J 70¢it101E 702122007; I 702111021 5 I I 702117004 7ffi777004 ',C j f 4 f li ' , y 702111018 `t 702112002 �'702tNOt6"`-. 4 - E 7021110faw 702167006 ) ,, 514 702122024 + 702111011 5 702111018 792722079'. 702111007 702111007 - ---- 702171014 702111010 -1` ".a" 1 __ `, $ 702f 17008 —!°'~ I S cis 1� t 1 702111012 \ �\y "8p —141+ - 702117013 - 1 702171035 702111031=,,, 70211102E 1 I`�1 702111009 t t� 7021250+0• `�-_` 702111019-__ 70211107E 'a i 70211104'1 I 702111032 '�, 70211/017 702111042 'I 702125002 : t I,c,�'—702111015 N 702113012 7027000 \ I 702173907 II 702114037 4 1 742914038 i-- I, 702114013 --,/ ____ ,-ma _- ).L-__ 702123001 j t Cs 1) 702114038 —.- 702713900 = Map Output Page 1 of 1 ArcIMS HTML Viewer Map 70202_€o 2 c_e 1'•8 2240C9 f.: t It 1020 10781 +c,2r 24oce 7020240'4 7320240"4 702024022 702024022.__.. _ /020233€ 1020240'0 + 702*J21008 {/ 7U2024U`3 /02024016 ? ( r-.%. + 71 I _.. :c. .702024036 3zolxx/ r 7020240'9 i / t /02024022 10202402 0}2411`2 2_,ir // . G-- f Fern Hollow Ln '� 0 3 702111005x/ ' !LPL 025 a .102111024 y iiI 1.'11— —4 / 702122oo6 , 1 702122010 �e 702-—023- C{ + I 702` 7021/1023 Q, 702111002 i f Le nd ! -p 1 J t [j Selected Features G 1I 702111001 1 I 'i 702114006 1 --- JC_Reads 7021110261/ I 4/702111018+ Prcels-H 702E 12001 702111022 \ 1--�`` / Seismc Hazard 702111027 702111 702122007;1111 j 102111021 j "009 702111004 �— i �. I 7702111018 t 110'0 i J j 702112002 702111018;... 702111006 19702122024 7021/1011 702111018} 222 0 ' 0 .. 702111014 ]. ,pv'' 702111010 I 8 p 702111006 I 1,---r------- _ -- °r'' 0� I r, ! r 1 702111012 r. "tl' I 702111013 c ""�702111099 1 r•--__ 702111035 702111031, 702111026 1 7021IIt00D y tl ._e cr__ t '..� 702111019 + -- 1 7 7 '� 702111041 702111016 II 702111032 1021110/7 782191042 '; 1 "—""- 702120002 4 C.. 1021'',:0°..• 1 _. 702113012 I 702113007 702113007 702194037 / '702144036 1 702114013 _�_____. _... j 1 70212300? - !me .� f_702914038 Iii 702123009 - 702113032 0 70211301- =4 -----`-- I 702113002 x' I 702214020 1 1 702113005 1 0l4a,vrzxM q aabem Corey C 0.Sarr.,.-GIS , sz. 0 702114018 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:32:28 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 702025003 .1020240'.8 /02024009 --- 71 1/ 1( - /02013001 x02024010 702024014 7020240_8. 702024022 t a` J 702024022 _-_-il 7` _.. _..�.f 1 �'\ __. f !02423001 )02024018 r 702024009 1 r `}:1..i..�. 41l �. I 702024018 ? 702024013 )t i . ;,'_ ._.. 7 702024008 70209347r .,E 702024099.. f'' f /r c 702024023 702021023 _.... '020240'2 E' ZG21_�- 0'. 7rj� 2rrvi • -• .._.. _._... ___._._ _._.. Fern Ho lbw Ln m l ? c'0,,,,, 1 +az+t to051 1 /02 1"020 702.:1024 � 1+ t �./! 702122048 .._... i... ) 702122010 (4 702111023— r`11' i 401 702111023 �_ =` 702111002 ''ti i 1 Legend r i / 4 702111003 *—£ Selected Features i---'— 'l 702114008 --7( \ +. o-, JC_Roads ` 11 ..`Z 702111028(/ 4 : i' I `I Parcels-H lE 702111022 I p/ a,11 4 1, i 4 Lands Iide Haza rd j 1 7 702111018' 1 ■ 702111027 t t 7021110'.8 7C.2`22g.)! S 4 #■ 70211102^. '. 702111004 702'.""004 .E f_ NHein c I S r i t 7021170.E Madcr '� Moderate 702111018. 34le jj tt 702111008 i ..ws i i 702111011 ,'I 702' cc_ _ 21.'007 702111007 ,- 7021/1014 .__e 702111010 1 _- 102111038 o �< Icy I ' i {70¢mo92 � S x �o z.. , 702111013 -�5 702111009 c I �'+-" 702111035 1 "G3* 702111028 —I t 1 i 702111009 /02.2,L._ � ." i 702111019 7 702111041 'i c - /02111032 102111017 702111042 '1 ".... 702125002 '1 I : f.2.... i. ! �. I I I o 702114037 d 102"30.2 7021130007 702113007 t�s 702114038 � � I I ._______... :I 702114012, I ___._ P __.....___ e` 1 702123001 7 702114038 702113009 702113002 c, _ 102"30" i .._ _._.. f"-_ 1(02113002 tr 1 702113005 702114020 Ma.:-wded ey x+1ss«i Garay Caha Serccs G6 / Iii 0 0r 2440702114078 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:33:02 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map !0202x0;3 102024C"s 10112,1C,A -- f 224 702013001 702024014 f 7020240'1 102024022 '. 1 7020240x1 _ ..... -7 fr ( i. '---_____ - '0202300+ 702024046 ! 702024039 z i 1 ■ _ 702024013 702024046 r r / 702024008'0 702043007 1 702024019, s;.... / , e t 1,2,2,.)24022/0::021,:)23 702024@12 i, 7 l4 2402/ o / 7oz12mos ,,, „ . a'702111005 ) ,j /02"'025 3a 702111024 A' / +1 �f2p05 a� 7021 �/ / s 702 220'0 �o•w24uon----- /02111001 702111001 102111023 702111002' ''1 j Legend 0 1 t rJ Selected Features r--------1(1 / i I 702141003 702114006 _.. ._..___. t� .. JC Roads i l, M2411028�i � _ `, 3+ 7 II } 1 Parcels-H 702112003 702111022 j"----; !/ - t I ll 1 FEMA FIRMS ! 7 1t 14018 102111027 " 702111018 2 21 1 ■ A 102111+". 702177004 i 830 7 40100 1 702112002 ,702114019-. ■ O10r il 702111008 702122024 702111011 I 7021'i's 702!22019 70241 007 702411007 -- -------___ 702111074 702171010 ( ' 4 z x r O' 702111006 — -�' __ O 1 1 702114012 f l w I 1�- 7024110x5 1 I r-"` 702111036 !�31 102111028 I l 702444000 'y 11 10212500% j 702111019. . 1 i 7624410/1 J}( 702111016 702111032 702111017 702111042 .' 11i 702126(%}2 0555 .702114015 1 l 102“302 702113007,� 702113007 702174008 III 702114037 5J J -IA 102114013 t I 702123001 102114008 f I 6 'J I 702'13009 12 320 to -1 � _.-. ,___ `, 702143002 70213011 {-.. :.=j i ---- I `i ro 3006 702114020 M.:xcrndM'ry_e'Vcso,Corm'Cmr3 SOwcc:GO ? 0 702+/40`7 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:33:14 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map " .__.702026003 1020240"8 9 102024C09 f r 7020'3{,, 702024014 1020240'4 70202400&. !,102024022 702024022 __-� ._._._._ _.. }I I - T� c 0` 702024016 702024100 / 24o7 702024013 ly 702024016 • 702024019, r i }tl 2240 702024412 Ilr g rn� r .' - 702024000 __....._ 4,5 1 •�� Fem H0.9.„ui ` ..___. t-. r, +/_... .... fos 70=111008/ / 702111025 8.i, 702111024 'A• - ---- / 702122006 , .... � _...._ .. 702172010 0 702111023 q\ F P /02.0,00. /02111023 $ ' 70 111002 �'t, Legend ( 1 5 - Selected Features / I 702111003 -1 w 702114006 j J 1 4 .. ... JC_Raads 'r 'ti\ 702,/102111 ( 1 I i_,,, I Y ,� A k Parcals44 702111022 7 ``I t 4 ' 5 i 1 / - t 4 1 / r Erosion Hazard ',�� t 702171018•[ x6„to27 ` 702111018 702122007 702111021 k 1 i/1 W �ti 702111018 1 „ OM ' ;�,_ '`,702111018 70¢111018 OM ; ; 702111006 1 ', Y 102,22024 _ 702111011 1 702111018�A 122079 702,',007 702111007 --------------- 702111014 }}}.,, 8 ( r 702111010 I .I - 1. `,_�_ f 70211/006 r� ``' 2. ;''� �, "-- 1! 1 702111012 1, g ��- 702111011 --1 702111009 ,,. 1 F-1--------- 702111035 . _.. ■ ,',.:,2....-3` -.. 702111028 2 }702111004 •4.'L>I4.::+'. //r ` -� 702111019 �• ._... FFF ,s�--� 1 1 70211104' i. 4 -2 \.` 702111017 702111042 1 '20002 I. 1111. t L /02114037 '` 702114013 -i+— AS} i 70'212100, I 102"4016 702113011 - -'-'-� 1 702`14020 IMMEIVERiEl 702113005 I '+a, n Jc44n 702i r40`8 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma.is limited b the method and accurac of its collection.Wed Nov 09 14:33:25 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 11/9/2011 I Map Output Page 1 of 1 ArcIMS HTML Viewer Map 102025043 \ I 702024018 1027 24.1 r cn;<yyp 1,702024014 102!:'24•'?'4 +Q2024 Ll. 1 702024022 i 702024!!022 I 1 702024009 702023001 '•5 . L1��`` 702024056 1020240 3 102024408 j 7 � _ ....... '''S 7020!3007 4-4 7020240.9 t'?0202402?702024023 702024012 ll 24'da �, 702122005 Fe He lbw L11 702ttT005- y c --702111023 '--.1- r P r� 702122010 ■ r < < 5, 702141024 I 0 7 �, 7025 _c ,,. a 702111002` '.. t i Legend �', -(I tt J' 702116333 — ... __.._____ selected Features i 1 I,, 702114005 1 I yt JC Roads r; %,, 702t1t026)/ i ( ✓ �Lti I i, r S 1 1 Parcels-H 102112003 7024 11022 I /j d,1 �4 € ; -- Cri tical Aquifer Recharge 1 Ifil J 702111018 iE Areas I i '. 702111027 72111018 T02t22007� " ^., 7y021v021 q , 712111004 702111004 E 1-- 4 S El 91J8c t1RR t 70211401E k BARPA4 8090 ro21 uo6z "J 702111018 E t 7o2t1TOSa 9u9c , ( ■ 88878 i t 1 702111006 , 1 702122024 702111018 102722019 9ARRA+UNa 702171007 702111007 I - - Z ..rs 702111011 702 .t__ ..............._-__ 70211101 i ! 702111010 I Y Y� _ '7 ) o 1 702111006 '.4-1-- , 4 I I y1 '' C 4, I tt i 702111012 ';t x d 1——. __._ ___--" I 702111013 1013 --,-j 7021 _ 1 FL}- -----Ii - 1 7021 1031 702111028 F ' 11 1 702111000 I ° 702111019. I i {{ 702111016 1 E 702111041 762117032 702111017 702111042 ( � L °.T02t1tOti , 1 ti 7,62114037 ii 702113012 7ozlTwo�^'. ,) 702113007 , 702110010 i i h ... i 702114013 , `` +ab6 ___l — -- 71123001 r 102 11,38 I i- 702^73009 ,✓` 702113032 N3002 702113011 -=, _ .. f 1 —702113005 1 702114020 1ASrs.rvr63eava+b••1n Cartl Cats 90.x0 GIS / 1 0 70461027740`8 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:33:36 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 , Map Output Page 1 of 1 ArcIMS HTML Viewer Map .i.'■ ":*."4.0741Fro,l' .,., ,,,..„....... ., \ .. *., r,. , ,,,„„,. .:., .d.," , . . ...., , . .. .... .. • A" ,t, !MIAOW ' '...• « . r g / i l :** ._24020 • •,«.. -.-« 1 702• °24x A 73 '''. :... I.- -A '..."...".:•._ / - Legend 0. Selected Features , . d J C_Roads Parcels-F-1 . 7,0211.20:13 - • ./. ,..„,...„. , If -...• of r...., .. ... .. , ,:. -• . ....• .' 400A4 .". ' tr 11.1Mtt' 4" '-: , r 702113012 , '.4"..11tM 102113C( ''-'2'''''''''' , c, *. if • ,_ _.....,, ...... 1.' • ,*•• J" )0 *.(,),07,' 702113000 7021 4.. .,..2'`;-•-, , '''''''''' 1,I wand:day aabirsonCaurtyCarettiSarnodsGIS , FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma•is limited b the method and accurac of its collection.Wed Nov 09 14:34:12 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName—ovmap&ClientVersion=4.... 11/9/2011 Map Output Page 1 of 1 ArcIMS HTML Viewer Map \,/ 7 dp•.5• Y/Si1,:2+1:V3 \ p--I..- It�� � � It t tanzd.w F 7 'd. +020240'-0 . t .,--. !!f 4} �r 21 . :.. it tI `.T"•. Ms. aThairril 792�J23SUt l) '2ar�'c '+ f f_2i:2d.4 _'21 f .s. 1020231001 l ! 4�`i 1020240'2 f r�YS 1 2..� 1 jS1� f S {jr :,,Vi J 1 i'71 4.;1"7 , •'i 1i["_[C[•,te! V::::_ii) �� ' � ' I y _ ii1 Y Fem Hollow Ln.ra.kt� .4� •.,� __1 102 =T �..Nil „z \-el, 10 "024` * 4 1 ir• ... Cam\ { !Z 1 1 102'12rkIS • <023 � 100 . !Ol' ] 1 X41 023�f 0 '•[ Legend e0.•$,i .1! 1I. I y �"" Selected Features fl .���3 l T01 n [� L[[ � JC_Roadc if I ' [ \\, I' Parcels�i 'xLS USGSTopo-s ' . 702111011 702111018'702/220.0 S1).-'' r102'.. rp2•'.^01 � ---_---„A wY� / 11;.x1[ f '[� [ q )2'.,.•fl1i tt',' 102.2x24 /02,1014 . __f � i x,,,0,2' Y' r. pry. t It ,urz_7, \\ ,....._,, -„,,,„„ i\-.4.!' , ...4. , ,,,,,,,2'',.:..-1' . r T ,` 7 w 1 !;:2'2L7:02 I.'(I 1r 4 v. , i 702„4031 ' 7'1/102,i0'.1 302"250X 102"'2x» F.'4048 }IJ ) ; ' .,, -- 11'•3002 f "2714 y f(02.':10 21 • [",f ]j' ,,,,G13 1 /64u^_1"d�"8 11�a'a.-dd,+r'.c'een-iCa.rel Ceva 9c 7 / i � t FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Wed Nov 09 14:34:37 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 11/9/2011 . . Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. 1 Fem Ftolbw Ln:.. » z c, �, jJ , F.6 eo$ '. 1.� t-TOt V 1 r- . lit. `, soap Legend ,' Selected Features { JC_Roads ;', Parcels+! ,:1 ,- ° r,0=8 2011 Aerial Photos CM/ : v01•e•n.8-. ; I IC* ake Rd _-. I Me. I Il III . -.;;A4.4.11-'n'-"18114 fie H a L 1. 702111011 . I FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this ma.is limited b the method and accurac of its collection.Wed Nov 09 14:35:08 2011 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 11/9/2011 8/11/2012 Bpd's Excavating P.O.Box 135 360-301-4171 Brinnon, WA 98320 y PROPERTY INFORMATION 0 CA 1 } ZQ12. Location:191 LORDS LAKE LOOP RD PARCEL(APN):702111033 Mail To: WAYNE BROWN Use: QUILCENE,WA 983760093 Owner.WAYNE BROWN ON ID:SOM71-00046 Fold r SYSTEM INSPECTION REPORT Fold Here Inspected:08/11/2012 - Inspection Type:ROUTINE - Correction Status:Other-see comments Here COMMENTS&GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. Outlet baffle at 45 degree side angle should be straightened,but still functionable.Appears woodshed was built over drainfield,but everything still funtioning as intended.have informed owner of these issues. GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected All Components accessible for maintenance,secure and in good condition: YES Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(roads,buildings,etc.)onto component(s): YES-See Comment" Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: NO Subsurface components adequately covered YES Owner compliance issues noted YES Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: NO Occupant compliance problem(occupant not operating the system property). If YES,describe in notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection?(If N/A NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe in YES notes). If no as-built exists or changes made,state NO and provide record to Health Dept Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, NO describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO • SERVICE INFORMATION Company: Work Performed By: Submitted 08/11/2012 by: Bud's Excavating Bud Smith Bud Smith This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportlD:261760 View inspection reports online at www.onlinerme.com Page 1 of 2 ONSITE SEWAGE SYSTEM INSPECTION DETAIL TANK:Septic Tank-1 Compartment This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments) YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): N/A Compartment 1 Scum accumulation(Inches,if other specify): 1 Effluent filter/screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): 2 Pumping needed: NO A..roximate Gallons to be r •-. if needed r Certified • -r. grainfield:Gravity This component was: Fully Inspected Component appears to be functioning as intended: YES Ponding Present: NO This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportiD:261760 View inspection reports online at www.onlinerme.com Page 2 of 2 Inspection Form Page 1 of 1 Onsite Sewage:Inspection Inspection Date:108/11/2012 in Inspection Type: ROUTINE • F Wastewater Treatment System Calculations t View Reps Report has been Locked. TANK:Septic Tank-2 Compartment Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments) YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): NO . Compartment 1 Scum accumulation(Inches,if other specify): Ip Effluent filter/screen needed cleaning on arrival NO Compartment 1 Sludge accumulation(Inches,if other specify): I0 Compartment 2 Scum accumulation(Inches,if other specify): '0 Compartment 2 Sludge accumulation(Indies,if other specify): I0 Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper. I Grainfield:Gravity Fully Inspected - Component appears to be functioning as intended: YES Pending Present: NO - General Site&System Conditions Fully Inspected - At Components accessible for maintenance,secure and in good condition: YES - Surfacing effluent from any component(including mound seepage): NO - Conponents appear to be watertight-no visual leaks: YES - Improper encroachment(roads,buildbhgs,etc.)onto component(s): NO Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: NO - Subsurface components adequately covered YES - Ste maintenance required(e.g.Landscape maintenance)N yes,describe in comments: NO Owner compliance issues noted NO - Occupant compliance problem(occupant not operating the system Icy).If YES,desaibe in notes: NO - If deficiencies were identified on last inspection were they corrected before or during this inspection?(If NO,desaibe in notes,NA=no detaiendes on last report): N/A - OSS Components,sfna:tnaes and appurtenances located per as-bufflfrecord drawing(If NO,describe in notes).If no as-bill exists or changes nee,slate NO and provide record to Health Dept YES - Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES,describe in notes): NO - The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. WA - OVERALL COMMENTS - CORRECTIONS NEEDED - REPORT SUMMARY Tank had recently been pumped,and screen had been cleaned.system working good. ,-— --- Correction status:(Required) No corrections needed Fistdwork performed by: Bud Smith - http://www.onlinerme.com/(S(kybdpj55fjougi552njych55))/OM.aspx?edit=1&MasterlD=2... 8/11/2012 Form No. 14 Certificate No.:77598 Subdivision Certificate JEFFERSON TITLE COMPANY r PO Box 256.2205 Washington Street,Port Townsend,WA 98368 Phone:(360)385-2000 Fax:(360)385-6967 Subdivision Certificate Prepared For: Order No.: 77598 Clark Land Office Charge: $300.00 Scot Clark Tax: $ 27.00 P.O.Box 2199 Total: $327.00 Sequim,WA 98382 In the matter of the Subdivision to be submitted for approval, this Company has examined the records of Jefferson County. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the charge made for this certificate. From such examination, the Company hereby certifies the title to the following described land, in said JeffersonCounty,to wit: The South 330 feet in width of that portion of the North 1/2 of the Northeast 'A of Section 11,Township 27 North, Range 2 West,W.M.,in Jefferson County,Washington, lying West of State Highway No. 9(Olympic Highway)as conveyed to the State of Washington by instruments recorded in Volume 94 of Deeds,page 421;Volume 95 of Deeds, page 67 and Volume 102 of Deeds, page 265,lying West of the Port Townsend and Southern Railroad Company right of way(now Leland Valley County Road)as granted in instrument recorded in Volume 45 of Deeds,page 308 and lying West of the East margin of the U.S.D.A. Forest Service Road easement as granted to the United States of America by instrument recorded in Volume 329 of Deeds,pages 175 and 176,records of Jefferson County, Washington. Situate in the County of Jefferson,State of Washington. Is Vested in: Wayne Steven Brown, presumptively subject to the community interest of his spouse, if married on September 6,2002 date of acquiring title Subdivision Certificate Guarantee No,:77598 Page No.:2 Special Exceptions: I. General taxes for the year 2012 which have been paid. Amount: $ 1,797.06 Tax Account No.: 702 111 004 Assessed value: $203,135.00 2. Easement, including terms and provisions contained therein: Recorded: July 7, 1950 Recording No.: Volume 129 of Deeds, pages 175 and 176 In favor of: United States of America, acting by and through the Forest Service,U.S.D.A.and assigns For: Right, privilege and authority to locate,construct, relocate, maintain, patrol and repair a roadway and electric and telephone transmission lines Affects: Rights of way 66 feet in width 3. Easement, including terms and provisions contained therein: Recorded: August 10, 1988 Recording No.: 316247 In favor of: Puget Sound Power and Light Company,a Washington Corporation For: Electric transmission and/or distribution system Affects: Portion of said premises The legal description in said easement is not sufficient to determine its exact Iocation within said premises. 4. Location of gravel driveway disclosed by unrecorded survey performed by Clark Land Office August 16,2011. 5. Stipulated and Agreed Judgment Quieting Title entered in Jefferson County Superior Court on March 29,2012 under Cause No. 10-2-00344-3. 6. Rights of the general public to the unrestricted use of all the waters of a navigable body of water not only for the primary purpose of navigation,but also for corollary purposes; including(but not limited to)fishing, boating,bathing, swimming,water skiing and other related recreational purposes,as those waters may affect the tidelands,shorelands or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level,all as further defined by the decisional law of the state.(Affects all of the premises subject to such submergence) 7. Right of the State of Washington in and to that portion, if any,of the property herein described which lies below the line of ordinary high water of the Little Quilcene River. 8. Matters affecting security interests in personal property which may be disclosed by a search of the Uniform Commercial Code(UCC)records at the Washington State Department of Licensing in Olympia. 9. The mobile home on the land insured herein is expressly excluded from the coverage provided herein. Dated:May 14,2012 at 8:00 AM Your title officer for this transaction is Susan Brandt. If you have any questions concerning this title commitment,please do not hesitate to call me at(360)385-2000 or e-mail susan@jeffersontitlecompany.com By Susan Brandt,Title Officer LPB . , 1111 49 499 '-459eei .'1111 I Pawn 1 of 0 p Jslfsrson Count Y, WA WAYNE $ GROWN e,601 00a10:46A X06/X01:40P efferso ount xcise T Aft # U 9 5 4 1.! Date _Ili __ Tax$ I& Amt $ Jefferson County Excise Tax • ''' 1: Deputy Treasurer By Aft # 9 5 R 1 Date i {(2'z- Tax$ f`. Sales AmI $ By t . *AL= ' t' �I Deputy Treasurer AFTER RECORDING MAIL TO: -11,12i S t S rQ--r''ecor . ills . i,)rt M S> rou,JP -+o CO r ie kP c1.t Oscr i'btO Q Wk.tCZA.a.., LJa_9 33% Document Title(s): Quit Claim Deed Reference Number(s) of Documents assigned or released: N/A Grantor(s): Dora Hazel Brown Grantees(s): Wayne Steven Brown Legal description: N1/2 NE(S330' W of USFS Rd. and N1/2 NE (W of Lti Quit Rvr) less S 330'; S11, T27, WWM, Je WA Assessor's Property Tax Parcel/Account Numbed 702-111-03 nd Co:,. 02-111-001 '702.-Ii l-• QUIT CLAIM EED THE GRANTOR, DORA HAZEL BROWN, a single person, hereby conveys and quit claims to her son WAYNE STEVEN BROWN, as his separate property, for no monetary consideration but as a gift from mother to son, for love and affection, a tax exempt transaction under WAC 458-61-410, the following described real property situated in Jeffer n County, Wa ington, legally described as: 702-I//-- Tax Parc I# 702=111-033 eing the North half of the Northeast quarter(being the South 30' west of U FS Rd) and 3 2- 0 I # 41- L) q 61 � c Tax Parcel # 702-111-001 being the North half of the N i Northeast quarter(West of the Little Quilcene River) less South 330'thereof; All in Section 11, Township 27, Range 2 West, Willamette Meridian, Jefferson County, Washington 11111 1\\11 \1111 111\1 1111\ l IIM I 111111'4P602 4o92 9 -45980 1 . Pala: 2 at 2 00!8 012002 10.46A 00l0012002 01:40P Jsfferion County, MA MAY I OROMN OCD 20.00 OCD 29.00 1111\ Dated this 6th day of September, 2002.17th day of April, 2002 By: DORA HAZE BR N STATE OF WASHINGTON ) ss COUNTY OF JEFFERSON ) On this day personally appeared before me DORA HAZEL BROWN to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed,for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 61'day of --• - • - 002. 410/APP `'``���1t11Hl1lft71l� � N ro TA'' /' • f or the State <<c. ''% of Washingto - . gat: pOTq� , Commission expires: F A• /0-07.03 >� VQLIG WA s tO������ VIII/f!lJIIf111111�`, ' '_ 129-175 and 176 DEEDS 1229$0 Filed July 7, 1950 . .Glenn F. Johnson and Helen E. Johnson, husband and wife, hereinafter called the "Grantor" , to United States of America, acting by and through the Forest Service, U. S. D. A. , and assigns, hereinafter called the "Grantee" . RIGHT OF WAY EASEMENT. Dated June 12, 1950. KNOW ALL LIEN BY THESE .PRESENTS, That Glenn F. Johnson and Helen E. Johnson, husband and wife, hereinafter called the "Grantor" , do hereby grant and convey to the United States of America, acting by and througl the Forest Service, U. S. D A. and assigns, hereinafter called the "GRANTEE" , an easement and right-of-way including, but not limited to , the right, privilege and authority to locate, construct , relocate , maintain, patrol and repair a roadway and electric and telephone transmission lines over, upon, along and across the following describ- ed real property situated in the County of Jefferson, State of Wash- ington, to-wit : A strip of land 66 feet in width traversing the following described real property: The NE4 NE4 and the I3W4 NE4 , Sec. 11 and the SW4 SE4 of Sec . 2, T. 27 N. , R. 2 W. , Willamette Meridian. The said strip being 33 feet in width on each s.-:de of a center line of a road as located and to be constructed on the ground with as much fit' 4 additional width as required for adequate protection of cuts and fills, said center line being more particularly described as follows : - �• Beginning at a point on the south boundary of the NE4 NE47 • Sec. 11, T. 27 N. , R. 2 W. Willamette Meridian, 893 feet west of the section line between Secs. 11 and 12 from which point the section corner common to Secs . 1 , 2, 11 and 12 , T. 27 N. , R. 2 W. bears N 32° 17' E. a distance of 1598 feet, thence in a northwest- erly direction over and across the NE4 NE4 and the NW4 NE4 of Sec . 11 and the SW� SE4 of Sec. 2, T. 27 N. R. 2 W. , a distance of approxi- mately 3116 feet to a point on the north boundary r PSE4 of Sec . 2 which is 2033 feet west of the section llineobeween�rSections 1 and 2, T. 27 N. , R. 2 W. , W. M. , comprising 4.72 acres more or less. ._ Together with reasonable rights of ingress, egress and regress to and from said lands for the purposes designated, subject to an existing road right-of-way heretofore acquired by Jefferson County along the south side of the above described property. The rights, privileges and authorities herein granted are for the full use and enjoyment by the grantee for any and all purposes deemed nemessary or desirable in connection with the control, management and administration of the national forest, or the resources thereof, and insofar as compatible therewith, use by the general public . The exermise and enjoyment of the rights, privileges and authorities herein granted may be deferred for a period not to • #122980 - page 2 . -- ' exceed 10 years from the date hereof and thereafter shall continue as long as used for the purposes granted but if for a period of three years after such exercise and enjoyment commences the Government shall cease to use the rights, privileges and authorities for the purposes granted, or shall abandon the use of the easement herein granted, then, in any such events , the grantor may terminate this easement and all rights hereunder shall revert to the holder of the fee title to the lands. (Ac k. 0:•>. W. J. Daly, NP. ) • 316247 PT-673 8806476 NJ/44 P)l1GET NE4 11-27-25 P N'ER EASEMENT For and in consideration of One Dollar(51.00)and other valuable consideration.the receipt of which is hereby acknowledged. KENNETH E. BROWN and DORA H. BROWN, husband and wife, ("Grantor'herein). hereby rants.conveys and warrants to PUGET SOUND POWER & LIGHT COMPANY. a Washington corporation("Grantee basin).for the purposes hereinafter set forth,a perpetual easement over.across and under the following described real properq•(the-Property"herein)in •7P f fergrtn County.Washington: The South 330 feet in width of that portion of the'_J pU of the ,> gx-t!),� a, ter of Section 11, Township 27 North, tinge i' 'West, W.M., in_' erson CUlifity, Washington, lying West of State Highway No. 9 (Olympic Highway) as conveyed to the State of Washington by Instruments recorded in Volume 94 of Deeds, page 421, Volume 95 of Deeds, page 67 and Volume 102 of Deeds, page 265, lying West of Port Townsend and Southern Railroad Company right of way (now Leland Valley County • Road) as granted by Instrument recorded in Volume 45 of Deeds, page 308 and lying West of the East margin of the U.S.D.A. Forest Service Road Easement as granted to the United States of America by Instrument • recorded in Volume 129 of Deeds, pages 175 and 176. • No Except as may be otherwise set forth basin Grantee's rights shall be cxertssed upon that portion of the Property(the 'Right-of--Way"herein)described as fot1ows A Right-of-Way ten 110) fat in width having five (5) feet of such width on each side of a centerline described as follows: The centerline of Grantee's facilities as now constructed, to be constructed, extended or relocated lying within the above-described property. JEFFERSON TITLE COMPANY ;: "3 l O t,. 3' .61411644 • 1. Purpose.Grantee shall have the tight to construct,operate,maintain.repair.replace and enlarge one or more electric transmission and/or distribution lines over and,or under the Right-of-Way together with all necessary or convenient appurtenances thereto.which may include but are not bolsird to the following a. Overhand faciiitta.Poles and or towers with crossarms.braces,guys and anchors,electric transmission and distribution lines;communication and signal lines:transformers. b. Underground facBltiss.Underground conduits.cables, vaults, manholes,switches and transformers;semi- . buried or ground mounted facilities such as pads.transformers and switches. Following the initial construction of is facilities,Grantee may from time to time construct such additional lines and other facilities as it may require. L Mans.Gra neee shall have the right of access to the Right-of-Way ever and across the Property to enable Grantee to exercise it rights hereunder.provided.that Grantee shall compensate Grantor for any damage to the Property caused by the exercise of said right of access. 3. CtttlagofTrees.Gra nteeshall havetheright tocutortrimanyandallbrushortreesstandingorgrowinguponthe Rigluof-Way.and also the right tb cut or trim any trees upon the Property which,in fatling,could,in Grantee's reasonable judgement be a hazard to Grantee's facilities. 4. Gaantari wen!Right-of-Way.Grantor reserves the right to USE the Right-of-Way for any purpose not inconsistent ,with the rights herein granted.provided-that Grantor shall not construct or maintain any building or other structure on the Right-of-Way and Grantor shall do no blasting within 300 fed of Grantee's facilities without Grantee's prior written consent. 5. liedamnity.By accepting and recording this easement,Grantee agrees to indemnify and hold harmless Grantor from any and ell claims for injuries and or damages suffered by any person which may be caused by the Grantee's exercise of the rights herein granted;provided.that Grantee shall not be responsible to Grantor for any injuries and?or damages to any person caused by ads or omissions of Grantor. 6. Abandonment.The rights herein granted shall continue until such tim;as Grantee ceases to use the Right-of-Way fora period of five(5)successive years in which event this easement shall terminate and all rights hereunder shall revert to Grantor.provided,that no abandonment shall be deemed to have occurred by reason of Grantee's failure to iruttally install its facilities on the Right-of-Way within any period of time from the date hereof- ) � roses sets VOL b2 ':. t C+.. August 10, 1988 1 T. Successor and Assigns.The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and assigns. DATED this day of .l9�� G OR .•�. enneth E. Brow/-n Dora H. Brown • STATE OF WASHINGTON ) SS COUNTY OF /Fevre—) On this day personally appeared before me Kenneth E. and Dora H. Brown • to me known to he the individual-L.-described in and who executed the within and foregoing instrument.and acknowledged that they signed the same as th irrree and voluntary act and deed for the uses and purposes therein mentioned GIVEN tinder my hand and official seal this_.25__day --Tb17`/7�/] ,19 Y,, Ai Public i and for the State of W g�ng{oe:i,a-7 •t.• _ s.r c or,fs. Le, ¶Y•T;/ • u t� ,tiQrr9.• {a'tstofli STATE OF WASHINGTON ) j�J �� a;yy SS COUNTY OF ) Ott 0�•iI S On this day personally appeared before me • to me known to be the individual—described in and who executed the within and foregoing instrument, and acknowledged that_signed the same as____free and voluntary act and deed for'the uses and purposes therein mentioned. GIVEN under my hand and official seal this say of .19 • Notary Public in and for the State of Washington. residing at STATE OF WASHINGTON ) SS CORPORATE ACKNOWLEDGMENT COUNTY OF On i$. day of .19 before me.the undersigned,personally appeared and to me known to be the and ,respectively.of the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and an oath stated that authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. • • Notary Public in and for the State of Washington. residing at NOlnti lf;:':"1'NO!U3W3be 691Z1.08 'U'd 03IH9i1 3 83MOd ON1C5 139r1d Y4► x 2 • �r :91 NW113M August 10, 1988 • • This sketch is provided,without a charge, for your information. It is not intended to show all math' related to thy- property it duoirv: but not iimit€ to, area, drnensi-- 's c.-., enc,oachm,.. or location of bu ..,;ariti. . it ;,:.,.. ,.:ot a part of, nog does it modify, the commitment or l:olicy to whic. is attached. The Company assumes NO LIABILII for any matter related to this sketch. Refere:'.e should be made to an accurate survey for further information. Tax 25" (I AX 13) 1di*.¢CS I 702111023 •• a" o TAX 25 ' I 702114006 )- " TAX 12 & 13 La �, u.. ' (LESS TAX 27) Q N 0 > 1 702111026 -' �I{` J TAX z7 d M (N 230') op o Z M 702111022 � o 0 cn TAX 24 - 2 0 N N SUBJ/EASE 10Q� "' 702114006 a O�Z (TAX 12) -\ 702111027 ' "1 5 ..A TAX 27 C. a 10 (LESS N 230' o� C f 702111021 '� 702111004 TAX 21 "' N 1/2 NE 702111004 9 1 (S 330' N 1/2 NE (S 330' �, n w D USFS W OF USFS RD) Boa,+ims (T N (TAx 11) TE) TAX SO o I \\) , g 702111006 I Q 702111007 `y LESS TAX 50 NE 702111011 a y; 'gym NW SW NE SUBJ/EASE TAX 1 u" ENLG BY TAX 50 0 I 4.46 a. I. C (COUNTY) a VI 702111010 702111007 SE NE (W OF RD) NW SW NE 702111008 LESS S 5 A. S 1/2 NE SW NE 0 440.9.1 `23 SUBJ/ EASE 1 + I 4, 702111012 Michelle Farfan From: Randy Marx Sent: Tuesday, July 31, 2012 1:39 PM To: Michelle Farfan Subject: SUB12-8 Below are the septic comments made in the case; 7/6/12 Spoke w/ Mrs. Brown. Told her I need O&M on both septic systems prior to preliminary approval. Prior to Final approval, Need the old reserve area shown as2l'X7O' that served SEP71-46tobe removed from the survey as it has been replaced by the 30'X70' reserve area on its own property.. RMarx Always Working For a Safer& Healthier Jefferson County 360 385 9402 --<6aC ,`V/''^ ><( (C5 ><(a «> /(r-, ���� ��� "� ></a/ ,-- >-- //y/°� ><> ,~^ ,v{8`'» ,",,^,�x^�/�/Y"� "�X', )^`�/ / �»���� v' �� ��-�////^> ` . ` ` � . ` ><(((r> ->'</ ) ^�� ���^ ›<( «5^ Online Septic Permits Web Link . Environmental Health Web Site Link CONFIDENTIALITY NOTICE: rx'yommx ��ssouc in, um mcn�' }soortmeso|cvx~orm mt.nucu ncc/p.cnr(s) onumavcomom cn',wo`on� wnu or`voeu�� |nmrn,�xon A nv uno..mor|zcu , v/cw uae mscmsu"c �rdis�r.uuon |s nmt 1 rc not c:e 'ntongeu �r.u/en�' o/easc con�c �,�scnue, ur prn|y emao ang uc��my ax cnv.cs pr,�c o�o/nm| m�ssug� PUBLIC RECORDS ACT NOTICE: {D: n^D / u,c,ir,dbvU Ke�ur {}xox,vn^8wx/uo.uxliydt,,, u`D� SON co JEFFERSON COUNTY wow , % DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment �9SXo Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd @co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center July 25, 2012 WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 RE: SITE ADDRESS: 27 LORDS LAKE LOOP RD CASE#: MLA12-00118 Dear WAYNE S BROWN: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Environmental Health has reviewed the proposed subdivision for water and the following items are required to commence review: a. Water well reports for both wells or a one hour stabilization test. b. Water quality testing from each well for bacteria, nitrate and chloride. As part of preliminary approval the following will need to be added to the face of the final mylar. a. The wells identified on the plat with the well tag number, if appropriate. d. Call out USR03-7 on the well associated with proposed Lot 1 to distinguish it from the other well. e. Show the existing water line location from the well to the existing residence on proposed Lot 1. Once the water quality testing for each well and the one hour stabilization reports are submitted, review of water will commence. Please submit the above information to the Department of Community Development by October 23, 2012. Pursuant to Jefferson County Code(JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, • A(V\ / 110 Department of Community Dew, opme Staff Michelle Farfan From: Michelle Farfan Sent: Wednesday, July 25, 2012 12:32 PM To: 'Scot Clark' Subject: Wayne Brown Short Plat(MLA12-118/SUB12-08) Hi Scot: FYI: I just received comments from EH regarding the water review. The following letter is being sent to the applicant today. Regards, Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 Sheridan port Townsend WA 98368 mfarfan @coiefferson.wa.us 360-3791457 360-379-4473(fax) All voice messages and e-mails received by Jefferson County maY be subject to Public Disclosure under Chapter 42.56RCW Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am-4:3o pm Monday to Thursday and closed on Fridays. 1 Michelle Farfan From: Michelle Farfan Sent: Wednesday, July 25, 2012 12:11 PM To: Susan Porto Cc: Zoe Ann Lamp Subject: RE: SUB12-8 Brown, Lords Lake Loop Rd. Thanks Susan. I'll send an additional information request to the applicant and representative to let them know. Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 622 Sheridan Port Townsend WA 98368 mfarfan @cojefferson.wa.us 360-379-9457 360-379-9973(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter'#2.56 RCW Please note that DCD hours changed as of December 1,20o8. Our office is open to the public 9:00 am-9:30 pm Monday to Thursday and closed on YridaYs. From: Susan Porto Sent: Wednesday, July 25, 2012 12:08 PM To: Michelle Farfan Cc: Zoe Ann Lamp Subject: RE: SUB12-8 Brown, Lords Lake Loop Rd. Michelle, I have reviewed the subdivision as referenced above for water,added a note in the potable water activitie and added Health Dept. Request for info activity(which did not change the status of the case that I could see, or maybe I shouldn't sign it off? Help Zoe, did I do this right?) The following is needed for water review to be completed: • Water well reports for both wells or a 1 hour stabilization test. • Water quality testing from each well for bacteria, nitrate and chloride. • The wells identified on the plat with the well tag number if appropriate. • Call out USR03-7 on the well associated with proposed lot#1 to distinguish it from the other well. • Show the existing water line location from the well to the existing residence on proposed lot#1. I believe that is it. Susan Susaw Porto R.S. _)ef fersow Couvt,tu PubU. Health Phowe 360. 3859404 FfX 360. 3 .4487- ALwas Worlei-wg for a safer HealthlerJef fersow couwt� CONFIDENTIALITY NOTICE: This e-mail message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. if you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. 1 PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is exempt from disclosure under state law,including RCW 42.56. From: Michelle Farfan Sent: Wednesday, July 25, 2012 9:09 AM To: Susan Porto Cc: Randy Marx; Jared Keefer; Stacie Hoskins Subject: RE: SUB12-8 Brown, Lords Lake Loop Rd. Hi Susan: Last I spoke to Randy, I was told to make one copy of the subdivision information including the water and give it to him in a purple folder so he could comment and forward it to you for your review. I would prefer to give you both a packet so you can review it concurrently and provide me with one combined comment for water and septic. I would also like to have a copy of any email comments or letters that are sent from EH to the applicant and/or rep regarding the project so I am kept in the loop as to what is going on should I get a phone call for an update status. Let's talk to get this straightened out and be consistent. Michelle Farfan Associate Planner,YHM Lead Dept. of Community Development 622$heridan Port Townsend WA 98368 mfarfan @coiefferson.wa.us 360-379- 57 360-3794473(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 92.56 RCW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am-4:3o pm Monday to Thursday and closed on Fridays. From: Susan Porto Sent: Wednesday, July 25, 2012 8:53 AM To: Michelle Farfan Cc: Randy Marx Subject: SUB12-8 Brown, Lords Lake Loop Rd. Hey Michelle, Randy forwarded the above referenced subdivision for my review(I have not,to my knowledge received this application for review separately) and the file does not contain any of the water information I need. Looks like one well has proven potable water thru a bld03-108/USR03-7. I have not pulled that info. The second well I know nothing about. Let me know if you have the info for my review otherwise I will write up what I need for an info request. Susan 2 • SttsAIA.Porto R.S. jeffersow couwtJ Public t-teaLth Phowe 300.325:5404 FAX 360.37-j.4487 Alwas Worlei.wg fora safer i-feAlthIerjef fersow cot.int CONFIDENTIALITY NOTICE: This e-mail message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is exempt from disclosure under state law,including RCW 42.56. 3 • AFFIDAVIT OF POSTING PUBLIC NOTICE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE ORDINANCE#03-0702-01 State of Washington) County of Jefferson) I, LJA'Q u E. S. 16t-4(A)/J , being duly sworn of oath say that I have posted one (1) public notice poster on or near the site identified in the following development description: PROPOSAL: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. This notice was posted in full compliance with UNIFIED DEVELOPMENT CODE on: the �a day of 3 u L'I , 2012. VV I rc< °_ (Signature of person posting notice) Subscribed and sworn to before me on this 4:301'~- day of , 2012. Acknowledgement: \\���\\\\\111111 c_ 00R00 l t//,i -The-t,IR ,-----\-‘)_ Notary Pub,14.9 a d for the tate of Washington, -�`so a��� �% residing in 1'" 61.tvl , Washington. !cir - ' o i 0 My commission expires: tQ/'.`I/ -e i3 i. ^W.` E- /h 1 111 jOF W• •••• NOTARY STAMP MLA Number: MLA12-00118 Proponent(s): WAYNE S BROWN \\tidemark\data\forms\F_M LT_NtcApp 14_APO_U.rpt 7/16/2012 �a' Michelle Farfan From: Michelle Farfan Sent: Wednesday, July 18, 2012 1:23 PM To: 'sepaunit @ecy.wa.gov'; 'SEPAdesk @dfw.wa.gov'; 'SEPACENTER @dnr.wa.gov' Subject: MLA12-00151 /SUB12-00008; 2-lot short plat proposed by Wayne Brown Attachments: Wayne Brown proposed short plat.pdf Afternoon: Enclosed please find an application packet to subdivide 10.73 acres into two residential lots that includes SEPA. Comments are due on the proposal on or before August 8, 2012. Please let me know if you have any questions or concerns. Regards, Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 Sheridan Port Townsend WA 98368 mfarfan @coiefferson.wa.us 360-379-4457 360-379-1473(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter(2.56 RCW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am-4:30 pm Monday to Thursday and closed on Fridays. 1 Michelle Farfan From: Michelle Farfan Sent: Wednesday, July 25, 2012 9:09 AM To: Susan Porto Cc: Randy Marx; Jared Keefer; Stacie Hoskins Subject: RE: SUB12-8 Brown, Lords Lake Loop Rd. Hi Susan: Last I spoke to Randy, I was told to make one copy of the subdivision information including the water and give it to him in a purple folder so he could comment and forward it to you for your review. I would prefer to give you both a packet so you can review it concurrently and provide me with one combined comment for water and septic. I would also like to have a copy of any email comments or letters that are sent from EH to the applicant and/or rep regarding the project so I am kept in the loop as to what is going on should I get a phone call for an update status. Let's talk to get this straightened out and be consistent. Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 Sheridan port Townsend WA 98368 mfarfan @coJefferson.wa.us 360-3794457 360-379-4473(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56 11.CW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:0o am-4:30 pm Monday to Thursday and closed on Fridays. From: Susan Porto Sent: Wednesday, July 25, 2012 8:53 AM To: Michelle Farfan Cc: Randy Marx Subject: SUB12-8 Brown, Lords Lake Loop Rd. Hey Michelle, Randy forwarded the above referenced subdivision for my review (I have not,to my knowledge received this application for review separately) and the file does not contain any of the water information I need. Looks like one well has proven potable water thru a bld03-108/USR03-7. I have not pulled that info. The second well I know nothing about. Let me know if you have the info for my review otherwise I will write up what I need for an info request. Susan 1 Susaw Porto R.S. jef fersow Couwt Public hteatth Phowe 360. 3859404 Fax 360. 375.4487 ,41wAus WorhI g fora safer§ htealthierjef fersow Couwt� CONFIDENTIALITY NOTICE: This e-mail message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is exempt from disclosure under state law,including RCW 42.56. 2 JEFFERSON COUNTY PERMIT CENTER CASE NO.rtu''a,, - lig /3uao CERTIFICATION OF MAILING I make the following certification: I am competent to testify and make this certification based upon personal knowledge. On this day of 101V , 2012, I deposited into the U.S. Mail with first class postage affixed, true and correct copies of in the above matter, addressed to: lx Adjacent Property Owners: See attached list. (Notices Only) X_ Agencies: See attached list. Interested Parties: See attached list. c ( Applicant/Representative-Posting Packet: 1 set of laminating sheets with Notices, Posting Instruction,Affidavit, and a copy of Notice. c>< Newspapers (Notices Only) Dc Official Posting Places(x3) Other: I declare under penalty of perjury under the laws of the State of Washington that the foregoing certification is true and correct. EC aish- I thi day of S J 1 ki , 2012 at Port Townsend, Washington. Declar. ' _ G:\PLNCNTR\PLNCLERK\Forms&Form Language\FRM Certification of Mailing updated 01-2012.docx � M j JEFFERSON COUNTY PUBLIC NOTICE OF TYPE II LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA12-00118 APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 Application Received Date: May 30, 2012 Application Complete Date: July 11, 2012 Application Notice Date: July 25, 2012 SITE ADDRESS AND PROJECT LOCATION: 27 LORDS LAKE LOOP RD Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on August 8, 2012. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION AND PRELIMINARY DETERMINATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. The proposal may include mitigation measures under applicable development regulations, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold (final) determination may be obtained upon request, and will be mailed to any person commenting upon the notice of application. The SEPA Official has determined that: This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non-Significance (DNS) or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. PUBLIC HEARING INFORMATION: This is a Type I I Permit Application that is subject to SEPA review. There will not be a public hearing unless the final permit decision and/or the SEPA threshold determination by the Administrator is appealed to the Hearing Examiner. If an appeal hearing is scheduled, separate notice will be made at least 10 days prior to the hearing. A copy of the staff report will be made available for inspection at no cost at least seven calendar days prior to such a hearing. APPEALS: Appeals of SEPA decisions are described above in the SEPA Information and Preliminary Determination section. The final permit decision for this Type II permit application will be made by the Administrator. Parties of record may appeal the decision to the Hearing Examiner within 14 calendar days of the final Notice of Decision. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. Project Planner: Michelle Farfan, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.iefferson.wa.us/commdevelopment/ Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 POSTING INSTRUCTIONS Please post the attached notice on a 2-foot by 3-foot board provided by this department in a conspicuous location visible to vehicle traffic and pedestrians on or reasonably near the proposed development by July 25, 2012. The clear adhesive paper can be put over the notice after you mount it to protect it from the elements. Additional notice boards may be required where the site does not abut a public road, for a large site that abuts more than one (1) public road, or the Administrator determines that additional notice boards are necessary to provide adequate public notice. Notice boards shall be maintained in good and legible condition by the applicant during the notice period, be in place at least fifteen (15) calendar days prior to the date of the hearing, and be removed within fifteen (15) calendar days after the end of the notice period. Complete the affidavit, have it notarized, and return it to this office within three (3) days of posting. If the affidavit is not filed as required, any scheduled hearing or date by which the public may comment on the application will be postponed in order to allow compliance with this notice requirement. If you have any questions, please contact this office at (360) 379-4450. MLA number: MLA12-00118 Proponent(s): WAYNE S BROWN AFFIDAVIT OF POSTING PUBLIC NOTICE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE ORDINANCE#03-0702-01 State of Washington) County of Jefferson) , being duly sworn of oath say that I have posted one(1) public notice poster on or near the site identified in the following development description: PROPOSAL: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. This notice was posted in full compliance with UNIFIED DEVELOPMENT CODE on: the day of , 2012. (Signature of person posting notice) Subscribed and sworn to before me on this day of , 2012. Acknowledgement: Notary Public in and for the State of Washington, residing in , Washington. My commission expires: NOTARY STAMP MLA Number: MLA12-00118 Proponent(s): WAYNE S BROWN \\tidemark\data\forms\F_MLT NtcAppl4_APO_U.rpt 7/16/2012 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE II LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA12-00118 APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 Application Received Date: May 30, 2012 Application Complete Date: July 11, 2012 Application Notice Date: July 25, 2012 SITE ADDRESS AND PROJECT LOCATION: 27 LORDS LAKE LOOP RD Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on August 8, 2012. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION AND PRELIMINARY DETERMINATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. The proposal may include mitigation measures under applicable development regulations, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold (final) determination may be obtained upon request, and will be mailed to any person commenting upon the notice of application. The SEPA Official has determined that: This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non-Significance (DNS) or a Mitigated Determination of Non-Significance (MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. PUBLIC HEARING INFORMATION: This is a Type II Permit Application that is subject to SEPA review. There will not be a public hearing unless the final permit decision and/or the SEPA threshold determination by the Administrator is appealed to the Hearing Examiner. If an appeal hearing is scheduled, separate notice will be made at least 10 days prior to the hearing. A copy of the staff report will be made available for inspection at no cost at least seven calendar days prior to such a hearing. APPEALS: Appeals of SEPA decisions are described above in the SEPA Information and Preliminary Determination section. The final permit decision for this Type II permit application will be made by the Administrator. Parties of record may appeal the decision to the Hearing Examiner within 14 calendar days of the final Notice of Decision. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. Project Planner: Michelle Farfan, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.us/commdevelopment/ Please publish one time. PUBLISH DATE: July 25, 2012 BILL: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE II LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA12-00118 APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 Application Received Date: May 30, 2012 Application Complete Date: July 11, 2012 Application Notice Date: July 25, 2012 SITE ADDRESS AND PROJECT LOCATION: 27 LORDS LAKE LOOP RD Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on August 8, 2012. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: Michelle Farfan, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.us/commdevelopmentl \\tidemark\data\forms\F_MLT_NtcApp 14_Pub_U.rpt 7/16/2012 Please ublish one time. PUBLISH DATE: Jul 25, 2012 p July , BILL: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 ACCOUNT#15833 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE II LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA 12-00118 APPLICANT: WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 Application Received Date: May 30, 2012 Application Complete Date: July 11, 2012 Application Notice Date: July 25, 2012 SITE ADDRESS AND PROJECT LOCATION: 27 LORDS LAKE LOOP RD, Quiclene Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on August 8, 2012. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: Michelle Farfan, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.us/commdevelopment/ \\tidemark\data\forms\F_M LT_NtcApp 14 7/16/2012 SUB12-00008 SUB12-00008 WAYNE S BROWN CLARK LAND OFFICE PO BOX 93 SCOT CLARK QUILCENE, WA 98376-0093 PO BOX 2199 SEQUIM,WA 98382 SUB12-00008 SUB12-00008 *CITY OF PT- BLD/COMM DEV *DOE SEPA REVIEW 250 MADISON ST, STE 3 SEPAUNIT @ECY.WA.GOV PORT TOWNSEND,WA 98368 OLYMPIA,WA 98504-7703 SUB12-00008 SUB12-00008 *HOH INDIAN TRIBE *JAMESTOWN S'KLALLAM TRIBE BOB SMITH LEANN JENKINS PO BOX 2196 1033 OLD BLYN HIGHWAY FORKS,WA 98331 SEQUIM,WA 98382 SUB12-00008 SUB12-00008 *JEFFERSON CO ASSESSOR *JEFFERSON CO PUBLIC WORKS SHERRIE SHOLD JIM PEARSON SUB12-00008 SUB12-00008 *JEFFERSON COUNTY ASSESSOR *PENINSULA DAILY NEWS PAT PERRYMAN CHARLIE BERMANT 1939 E SIMS WAY PORT TOWNSEND,WA 98368 SUB12-00008 SUB12-00008 *JEFFERSON TRANSIT *POINT NO POINT TREATY COUNCIL 1615 W. SIMS WAY JACKIE MCLAUGHLIN PORT TOWNSEND,WA 98368 7999 NE SALISH LANE KINGSTON,WA 98346 SUB12-00008 SUB12-00008 *PORT GAMBLE S'KLALLAM TRIBE *PORT TOWNSEND LEADER JESSICA COYLE ALISON ARTHUR 31912 LITTLE BOSTON RD NE PO BOX 552 KINGSTON,WA 98346 PORT TOWNSEND,WA 98368 SUB12-00008 SUB12-00008 *QUILEUTE NATION *QUINAULT INDIAN NATION PO BOX 279 MARK MOBBS LA PUSH, WA 98350 PO BOX 189 TAHOLA, WA 98587 SUB12-00008 SUB12-00008 *SKOKOMISH TRIBE *SKOKOMISH TRIBE KRIS MILLER RANDY N LUMPER, M.E.S. 80 N TRIBAL CENTER RD 541 NORTH TRIBAL CENTER ROAD SKOKOMISH,WA 98584 SKOKOMISH,WA 98584 SUB12-00008 SUB12-00008 *SUQUAMISH TRIBE *EAST JEFFERSON FIRE& RESCUE ALISON O'SULLIVAN 40 SETON ROAD PO BOX 498 PORT TOWNSEND,WA 98368 SUQUAMISH,WA 98392 SUB12-00008 SUB12-00008 *WA STATE DNR SEPA REVIEW QUILCENE SD#48 SEPACENTER @DNR.WA.GOV PO BOX 40 PO BOX 47015 QUILCENE,WA 98376 OLYMPIA,WA 98504-7015 SUB12-00008 SUB12-00008 *PORT OF PORT TOWNSEND WDFW SEPA REVIEW PO BOX 1180 SEPADESK @DFW.WA.GOV PORT TOWNSEND,WA 98368 1111 WASHINGTON ST. SE. OLYMPIA,WA 98504-3135 SUB12-00008 SUB12-00008 WDFW BOCC DAN DAFOE 551 TILLICUM LANE FORKS,WA 98331 SUB12-00008 SUB12-00008 *WA STATE DEPT OF ARCH&HIST PRES JCFPD#2 GRETCHEN KAEHLER PO BOX 433 1063 S. CAPITOL WAY, SUITE 106 QUILCENE,WA 98376 OLYMPIA,WA 98501 NIA( rmoy, er-/ 702112002 702111021 RONALD BANKS GARY PHILLIPS THERESA BANKS MARILEE PHILLIPS 7 ANDERSON ST 450 PENNY CREEK RD SANTA RITA, GU 969151104 QUILCENE, WA 983768533 702111004 702111010 WAYNE S BROWN RESOURCE RENEWAL INC PO BOX 93 PO BOX 339 QUILCENE, WA 983760093 QUILCENE, WA 983760339 702111007 702111022 MICHAEL A CLARK RONALD M SHIELDS 8027 17TH AVE NE EVELYN(AKA JUDY)L SHIELDS SEATTLE, WA 981154419 PO BOX 494 QUILCENE, WA 983760494 702114006 702111018 DE WILDA DANIELS STATE OF WASHINGTON-DOT 3940 LELAND VALLEY RD W REAL ESTATE SERVICES QUILCENE, WA 983769520 PO BOX 47338 OLYMPIA,WA 985047338 702111027 ROBERT J HICKLE PO BOX 323 QUILCENE, WA 983760323 702111011 JEFFERSON COUNTY COURTHOUSE PO BOX 1220 PORT TOWNSEND, WA 983680920 702111006 JOSH MAHAN PO BOX 36 QUILCENE, WA 983760036 milliwr- 1 A 1 1 1 1, , v111.1'. - I' Al 1 i \ , ,----) I JSF Engineering John Scott Fleming Engineering, Inc. . 1240 West Sims Way#45, Port Townsend, WA 98368 voice: (360) 452-8500, 800-248-6008, email:jsfEng(a3olypen.com or john.jsf.engineering @gmail.com - SOIL LOG per WAC 246-272A & B, & ASTM D5921 - March 22, 2012 Client: Wayne& Patty Brown 27 Lords Lake Loop Road Quilcene,WA 98376 Location: 191 Lords Lake Loop Road, Quilcene,WA 98376 APN 702-111-004 Excavated: March 2, 2012 by Bud Smith Logged: March 22, 2012 by John S. Fleming, P.E. Weather: Sunny NOTE: See attached site plan for soil test pit locations. Test Pit 1: Restrictive at 27"(+) 0-27" Brown silt loam, moderate subangular blocky structure, moderate penetration resistance, common roots, moist. Type 5 soil. Test Pit 2: Restrictive at 25"(+) 0-8" Dark brown & light reddish brown silt loam,weak granular structure, low penetration resistance, many roots, few charred roots, moist. Type 5 soil. 8-25" Brown silt loam, moderate subangular blocky structure, moderate penetration resistance, common roots, moist. Type 5 soil. ' t OTT I>1= -t a e Y 'c4 , 1 i ,.,c i_7,1 *C;s* 4! ' 31207 ti C! R ti ` ` „I_`ONAL' :__:ES 5/25/l's, I -.T^7-201/ED FOR RELEASE i ClNAL SIGNATURE .;_,..!.;,.-.5*: gzzlv012- Soil Log Page 1 ■ C:3 111 c '' 0 iv 0) 0 -n --I ienc3, :i::,-,- rcl -17 I )), z.. i tn -4. -----ks 0. 7 t,.. GI • , - J V ..... ..... V V t=''' ...v i.' -t, 31 •';',.,/,'"•-:-..; ' S 4 :i...- -' ' 4 :2,f -AZ> I '. —, . frl e 70 AL'.,-. 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(41/4s ft In. - I ut ..Z 7■:2. 1 al ■ _d so/ //:. // .. 330.02' 348.45' 678.45' _ g 678.46' / k,9 f� �' /600'35.491v 1356.93' I V A' �" L5' h o (r.,11 C., 1 " ; /aoa I N o rn SA ' 0" T BASIS Of SEARING tv titi$¢8.0 -.� _E NOTE P. ,t.F,S - i (w ' / / N1 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 fax 360) 379-4451 SEPTIC PERMIT APPLICATIO LE C U i PROPERTY OWNER: Brown, Wayne ■ ii► y MAILING ADDRESS: PO Box 93 Quilcene, WA 98376 PHONE Area Code: 360-765-4544 �`' DEPT OF�COMMUNITY DEVELOPMENT SYSTEM DESIGNER: JSF Engineering, PO Box 44, Port Angeles, WA 98362, 360-452-8500. Job#: 02029 LEGAL DESCRIPTION: Section: 11 Township: 27N _ Range: 2W PARCEL#: 702-111-033 x boy Subdivision Name: Division: Block: Lot(s): SITE LOCATION: Enter driveway for 191 Lords Lake Loop Road, Quilcene, WA Zip Code: 98376 SOURCE OF SEWAGE: Residential: X Residential ADU: Commercial: Community: TYPE OF WORK: New: X Redesign: Upgrade: Repair: Partial (tank): (drainfield): Expansion: Designate Reserve Area: Conventional: X Alternative: Drainfield Length: 334' ft. Trench Width: 3 ft. Capacity, Gallons/Peak Day: 600 Trench/Bed Depth: 12 in. Number of Lines: 3 Site Size: 9.6+/-acres Septic Tank Size: 1250 gal. Pump Chamber Size: - gal. Water Source: Private: X Public: Soil Type: 4 (attach soil eval.) Previous Evaluation: _ yes SEP: Randy Marx has viewed soils, 10-02 Application Rate: 0.6gal./sq.ft./day TYPE OF SYSTEM: Conventional gravity, shallow trench, partial fill By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgements, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives for the purpose of application review and any required later inspections. Access&right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Appeal -A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER - This application is for an on-site sewage system that meets the state & county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. 10 - Z Z- 02_ Owner Signature Date FOR ZO 22 PARTIAL ASBUILT it-a b FINAL . 'USE ONLY AP ROVED � T PUD f/ .�aSA Fire District Planning District School District Zone Date 10'25 /b2 Fee .7)40. w Rec# 5 1305_ Check#_ � �Z— Case#SEP pZ.°�.5 t , (�w ) 330 ^'. l�� ' c �� , o I ` . O :1:7 : t 4P4rkee 'P.: ' c ° l Roy, I rn'F; t: a _N Ey<1 nil 11 m � M_ '� -a �� 401 ,t.Q �1`I. 6 M f ill A 3\ / '/11 (\ef R L',,f,,may _e I ill' it- e At*i 4Pt 1 5 t if Ft 0 m = I _ M t\c„„ it7 4N Ic-k 4= ‘ ,.t\t tic, i, .a� cTI t mo X x 7 ii 1 o .0 2)._ \_4 " U 1-_-10 t et g II VII N S. v A \k• hot / O^ � v l MI; 1 . , --v : 30 i t-f) 1 i VI tO V vo F '� Q� t ff )2 w . ,:i.ry . P c. ., , 22.E ( L o^/ �.r. 4 t v fi i c� n "•c�S+ yew r _ tee, N i�0 N i it a∎ ��4 =3 r4k. a t- .0 - 1 4 IV 4 4E-All 9 ,I,C -------,... :_ . 41 -- - __ -_---i • r ,3i1 ,,,,,;, —4,,,..t.y 4 _,, r„, gli lopoti run, L 0 t AV 4- = • > /N\ o N _ �c —4 y . .VI -17 N'%e% +; NN Ni 151-1. _ _,,, ..., 0 0 0 t.0 4 i -4 gA -17 -4, t::,0 Oz - Z:t„q,Ni,1-4„ 64, N , of v GI -A, \-.-'. m NO- "v.c` F -I - lc cri Y a tA 8 � cy G N• i N * ,li a 0, ,... z O p 1 d ____/ -z. 2 Z 0 01 o cn = 741+ y-r '^ g ■— >„ U, r m 2 g h N tl tr% -NI n g m 0 " ""' t J /////i.. m . ms § 0 g R TITLE: WASTEWATER SYSTEM PLANS JOHN SCOTT FLEMING ENGINEERING, INC. —I o o 0 Q TAX PARCEL # 702-111-033 f5"J7T O ',�, _ CUENT: WAYNE & PATTY BROWN P.O. BOX 44 �� ��'�'.,, QUI GENE, WA 98376 (360) e,052-8500,LFAXW(360) 452-3383 • Jefferson County Department of Community Developme F r ,'---n -- 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450, fax(}:� c , •L, SEPTIC PERMIT APPLICATION PROPERTY OWNER: Brown, Wayne 12 MAILING ADDRESS: PO Box 93 Quilcene, WA 98376 DEPT OftffM, �;Ntl�')UP"Y IOYME T PHONE Area Code: 360-765-4544 SYSTEM DESIGNER: JSF Engineering, PO Box 44, Port Angeles, WA 98362, 360-452-8500. Job#: 02029 LEGAL DESCRIPTION: Section: 11 Township: 27N _ Range: 2W PARCEL#: 702-111-004 Subdivision Name: Division: Block: Lot(s): SITE LOCATION: 191 Lords Lake Loop Road, Quilcene, WA Zip Code: 98376 SOURCE OF SEWAGE: Residential: X Residential ADU: Commercial: Community: TYPE OF WORK: New: Redesign: Upgrade: Repair: Partial(tank): (drainfield): Expansion: Designate Reserve Area: X Conventional: Alternative: Drainfield Length: - ft. Trench Width: - ft. Capacity, Gallons/Peak Day: - Trench/Bed Depth: - in. Number of Lines: - Site Size: 1 +/-acres Septic Tank Size: - gal. Pump Chamber Size: - gal. Water Source: Private: X Public: Soil Type: 4 (attach soil eval.) Previous Evaluation: yes SEP: 02-251 Application Rate: - _gal./sq.ft./day TYPE OF SYSTEM: RetierveN. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgements, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives for the purpose of application review and any required later inspections. Access&right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Appeal -A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER - This application is for an on-site sewage system that meets the state & county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. x E S. 1 t - Owner Signature Date FOR OFFICE USE ONLY •46. D,�O f, APPIGLU PARTIAL ASBUILT FINAL (1 10Z ""'"` ROVED PRESS/TEST PUD Fire District /crL._- Pl anning District School District Zone Date q 1 (1 Z- Fee 60 -- Rec# 5 ,3(03 Check# &Ci S Case#SEP '1-1,°1-1 C11 O i —330/ej -. & A I- ; *go litkce. 21 * iI v -ct 1 („40t -1-ii �s ;SAN & I g (' -ft <, P 0.). ; C),. i ti x,0 .. ? 4g'4.—* e t.i4 I ii t er N il to' to s-fit -N, r t. E . rW ‘IN t•-■ \ 4. . 1 -g 4 cf, X 11=03, O 6 li m � � I i�• 0 4 0 Q � 1,4=6 hi ii,.....„\,, r„i ..// F-g °. ...,,,tz___,D) :. ,..... . Pasmerice, up -� °, G� `� c' 'ellt to 2 ' lz\ Ie° �V"' , ` 1 I v„,,610 s. it. !..:, if -1 � � �� ��'� ' ti al le 44 4.../ .3 x. tetcts 40 .7 it,;...r, . I. iiiiiiiirr Is Z fat,. Zt o 4 E-/.04.8 iv 1.0 'o 1,4 9' r....,,,,..r:1"----- (g 0 --I “I - 7------ C r III ca -, ,.,..:,-. 1 im gii mu, J ' , W.1 Dm 1- - I -T, %) 4sTek,-f- ,x z ,(3 > , ''.?,47ec "/ I ty � 4*®Zi,t, er{ a \ � z lif tip i \ N,/ - s r \ °O. t 0 4 i z-y,- m \3-t2- 1tia,\ F c- K m C t ‘-4 E 'ti 4 Ni/ s 01 >ktc4 '61 t al y '55 ; / 2Zi r(m v.),2_,-g f. 1:72,,j fi _ , ` s1410b4 ;, 61 1.:(3 4..:0 -. :.-.. T. LI, ra 0 kw. t 1 . ri ....., ,,,,,,. - 42 V - 't . 6 T.ril --, ir .nv- , , ,...,--- R m M = s § ° >1 TITLE: WASTEWATER SYSTEM PLANS JOHN SCOTT FLEMING ENGINEERING, INC. o o TAX PARCEL # 702-111 -033 5 /77 o o CLIENT: WAYNE & PATTY BROWN P.O. 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' ''..'''''. 6...•-■.3.*:*'•-•'''•-"*.:., ,-.*'•• -•' '••••-•'*,%"*.if' '. -',.r."•- •:-1..' . . .-. , JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT t� � MAY 3 0 2012 621 Sheridan Street•Port Townsend•Washington 98368 L , , :.•' 360/379-4450.800/831-2678.360/379-4451 Fax JEFFERSON COUNTY I DEPT.OF COMMUNITY DEVELOPMENT Land Division Supplemental Application' MLA# (d . ( j PROJECT/APPLICANT NAME: Short Plat for Wayne S.Brown Submittal Requirements 1. A completed Master Permit Application and State Environmental Policy Act (SEPA) Checklist (if applicable):. Representative authorization is required if application is not signed by owner. 2. Short Plat, Long Plat or Binding Site Plan application fee(as applicable),as set forth in the Jefferson County Fee Ordinance,as amended. 3. Any supplemental information identified by the Administrator. 4. Five(5)paper copies of a preliminary plat meeting the requirements of Unified Development Code(UDC)Sections 7.3.3 and 7.3.4 for short plats, or UDC Sections 7.4.3 and 7.4A for long subdivisions/binding site plans and identifying points of access, all easements, deeds,restrictions, or other encumbrances restricting the use of the property,as applicable.Copies of the applicable UDC sections are attached for your use 5. !M'iere site conditions require a special report to assess or address any probable significant adverse environmental impacts, a study (or studies, as applicable) prepared by a competent professional may be required if deemed necessary by the Administrator. s. Evidence of compliance with UDC Section 6.7,Storm ater Management Standards,as deemed necessary by the Administrator. 7. The preliminary plat must be prepared in accordance with UDC Section 7:3.3 for short plats,or 7.4.3 for tong plats. The contents of the preliminary plat must provide the information listed in 7.3.4 for short plats and 7.4.4 for long plats. 8. The following supplemental information: 'subdivision Name: Brown Short Plat Land Use(check ors): IX Residential 0 Commercial 0 Industrial Total Acreage of Property: 10.73 Total Lots Proposed: 2 Water Supply(check one): IX Individual Wells 0 Conmimity Water System Sewage Disposal Method: Individual Septic Average Lot Size: 5.36 Ac. Minimum Lot Size: 5.00 Ac. Open Space: 'See UDC Section T.Use this application for Preliminary Plats(short or long)and for Mixed Use,Commercial and industrial Binding Site Plans:a separate application is available for Residential Binding Site Plans. LAND DIVISION APP.DOC REV.9/22!2004 Pans g. I Wayne S. Brown ,do hereby swear and certify that in addition to the land subject to this application(check the box below which applies): C_,. I have no interest in ❑ I have an interest in land within 300 feet of any portion of the subject property by reason of ownership, contract for purchase by agreement or option by any person,family member, firm, or corporation in any manner connected with me or the development. SIGNATURE DATE 10. The applicant hereby certifies that the preliminary plat provides an accurate representation of the proposed land division;and The applicant hereby acknowledges that any approval issued on this application maybe revoked if any such statement is found to be false. SIGNATURE DATE 1a MAY 3 0 2012 �t J JEFFERSON COUNTY DEPT.OF COMMUNITY DFVEFOP°4FNT LAND DIVISION APP 00C REV.9/22!2004 Pans 9 Cb, JEFFERSON COUNTY 4 DEPARTMENT OF COMMUNITY DEVELOPMENT 4.." 621 Sheridan Street• Port Townsend •Washington 98368 O 360/379-4450 • 800/831-2678 . 360/379-4451 Fax ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. 0 QOM -� A. BACKGROUND L 1. Name of proposed project, if applicable: r 1 MAY 3 G 2012 Brown Short Plat J 2. Name of applicant: Wayne S. Brown JEFFERSON COUNTY 3. Address and phone number of applicant and contact person: I DEPT.OF COMMUNITY DEVELOPMENT Agent: Scot Clark, Clark Land Office 360-681-2161 P.O. Box 2199, Sequim, WA 98382 4. Date checklist prepared: 4/0412 5. Agency requesting checklist: Dept .Of COmmu City Devel0Drrent 6. Proposed timing or schedule(including phasing, if applicable) Complete in 2012. SEPA Environmental Checklist Page 1 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None known. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. N/A 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) 2-lot Short Plat for residential purposes of APN 702111004 containing 10.73 acres. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. NW 1/4 of the NE 1/4, Section 11, Township 27 North, Range 2 West, W.M. Subject property is located on the west side of Lords Lake Loop Rd and located 0.8 miles north of the intersection of Lords Lake Loop 0 101 and approximated 2 miles north of Quilcene. I i )), 1', MF ( 0 2012 B. ENVIRONMENTAL ELEMENTS i • JJ i t i 1. Earth ( JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT a. General description of the site(circle one): Flat, rolling, hilly, steep slopes, mountainous, other. Mostly flat. SEPA Environmental Checklist Page 2 b. What is the steepest slope on the site(approximate percent slope)? 5%. c. What general types of soils are found on the site(for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Alderwood-Quilcene complex (AuC, Belfast fine sandy loam (Bf), Hoodsport Gravel 1✓ loam (KO d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Erosion hazard at far west boundary of property per Jefferson Co. online maps. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. None proposed. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. g.About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 1 percent. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: None proposed. a.Air a. What types of emissions to the air would result from the proposal (i.e., dust,automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Residential activity. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None known. L E C LE Q V c. Proposed measures to reduce or control emissions or other impacts to air,"i`'�n None. II 3. Water r MAY 6 2012 I a. Surface: 1 - JEFFERSON COUNTY 1) Is there any surface water body on or in the immediate vicinity of the site(in C dl fyU t IT DEVELOPMENT round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Little Quilcene River- Type S stream. SEPA Environmental Checklist Page 3 2)Will the project require any work over, in, or adjacent to(within 200 feet)the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed. 4)Will the proposal require surface water withdrawals or diversions? Give general description, purpose,and approximate quantities if known. No. 5)Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Yes.As indicat ed on Jeffers n County onl the maps. 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1)Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. Residential use of existing wells. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: domestic sewage; industrial, containing the following chemicals; agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable), or the number of animals or humans the system(s)are expected to serve. Domestic sewage. 2 houses being served by existing septics and drainfields. c. Water runoff(including stormwater): 1)Describe the source of runoff(including storm water)and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. No collection or disposal proposed. Storm runoff of west portion will flow westerly and east portion easterly. [ ECE [Ivl-Fl \■, 2)Could waste materials enter ground or surface waters? If so, generally deck 1 ;1 II No I I I I Mkt' 2012 d. Proposed measures to reduce or control surface, ground, and runoff water im acts,of any: + JEFFERSON COUNTY None. DEPT.OF COMMUNITY DEVELOPMENT SEPA Environmental Checklist Page 4 • 4. Plants a. Check or circle types of vegetation found on the site: • deciduous tree: alder, maple, aspen, other evergreen tree: fir,cedar, pine, other • shrubs • grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? None or as required by county for driveway improvements. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None proposed. Re-vegetate existing if needed. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the ite: birds: aw :, heron, eagle, songbird))other: mammals` dezq bear elk, beaver, other: fish: bas mo i trout herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and natural resources C H, _ V �1 l� a. What kinds of energy(electric, natural gas, oil, wood stove, solar)will be use. et the completed project's energy needs? Describe whether it will be used for heati Oilrenufae;W.rincg, 2012 etc. �I M 4 i !I , Electric for heat, residential activities. L' L1 i a' JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT SEPA Environmental Checklist Page 5 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None proposed. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. No. 1)Describe special emergency services that might be required. N/A 2)Proposed measures to reduce or control environmental health hazards, if any: None proposed. b. Noise 1)What types of noise exist in the area which may affect your project(for example:traffic, equipment, operation, other)? Rural residential activities. 2)What types and levels of noise would be created by or associated with the project on a short- term or a long-term basis(for example:traffic, construction, operation, other)?Indicate what hours noise would come from the site. None. 3)Proposed measures to reduce or control noise impacts, if any: None. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? E C [I V , p Residential. L MAC 2012 �" . b. Has the site been used for agriculture? If so, describe. Li I � t i No. JEFFERSON COUNTY SLOT.OF CO°MOUNIT"Di VELOPMENT SEPA Environmental Checklist Page 6 c. Describe any structures on the site. 2 existing residential houses with 3-4 outbuildings. d. Will any structures be demolished? If so,what? No. e. What is the current zoning classification of the site? RR 1:5 f. What is the current comprehensive plan designation of the site? Rural Residential g. If applicable,what is the current shoreline master program designation of the site? Conservancy shoreline designation for Little Quilcene River. h. Has any part of the site been classified as an"environmentally sensitive"or critical area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? 3 j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: As required by Jefferson County. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. 2 existing middle-income houses. H1 b. Approximately how many units, if any,would be eliminated? Indicate whether]trig omidd e, or low-income housing. None. ' ; ! MAY 2012 i! c. Proposed measures to reduce or control housing impacts, if any: ' JEFFERSON COUNTY None. DInT.OF COMMUNITY DEVELOPMENT SEPA Environmental Checklist Page 7 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s)proposed? Less than 20 feet. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Normal residential lights during daytime and evening. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Fishing. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None proposed. 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic,archaeological, scfenti importance known to be on or next to the site ,.i\ ( _ M E None known. c. Proposed measures to reduce or control impacts, if any: 2012 11' 11 N/A lCC NI COUNTY DCPi.OF COMMUNITY DEVELOPMENT SEPA Environmental Checklist Page 8 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Highway 101, Lords Lake Loop Rd access from Lot 2 b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Not served. Available approximately 2.8 miles near Quilcene. c. How many parking spaces would the completed project have? How many would the project eliminate? 4 plus. None eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe(indicate whether public or private). No. e. Will the project use(or occur in the immediate vicinity of)water, rail,or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 10-20 trips a day. g. Proposed measures to reduce or control transportation impacts, if any: None proposed. 15. Public services a. Would the project result in an increased need for public services(for example:fire protection, police protection, health care, schools, other)? If so, generally describe. No increase by existing residents. (no added housing) b. Proposed measures to reduce or control direct impacts on public services, if any. None proposed. mg 2012 L\ JEFFERSON COUNTY 0501 OF COMMUNITY DF0EL_OPMENT SEPA Environmental Checklist Page 9 16. Utilities a. Cicc P«'lities currently avail sit ': lectricit atural g Ovate , refuse service, telephone, anitary sew septic system, ther. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. None proposed. Site has existing utilities. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: /` 2 I : , i 2012 JEFF ERSON COUNTY �EJ OrCCU1I'1�1NITYRUHOPMENT SEPA Environmental Checklist Page 10 cirrt,‘ o N 2 9SX ° JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 Carl Smith, Director July 17, 2012 WAYNE S BROWN PO BOX 93 QUILCENE WA 98376-0093 RE: SITE ADDRESS: 27 LORDS LAKE LOOP RD MLA#: MLA12-00118 Dear WAYNE S BROWN: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, f 0 q10 i _qb`�I� ...ii � _ Department of Community D= elopment :ff c: File CLARK LAND OFFICE SCOT CLARK PO BOX 2199 SEQUIM WA 98382 Building Permits/Inspections Development Review Division Long Range Planning (360) 379-4450 csmith(a co.jefferson.wa.us FAX : (360) 379-4451 Michelle Farfan From: Legals Email [legals©ptleader.com] Sent: Monday, July 16, 2012 11:18 AM To: Michelle Farfan Subject: Re: Publish in 7/25/12 Edition; MLA12-00118 Michelle, Your legal ad request has been received and your ad(s) will publish on the date(s) stated in your email. We are setting the referenced ad today for publication on the dates requested, however we will only be able to provide an estimate of costs until the ad is actually published and measured. Our estimates will give you a figure close to the actual cost. Important Note: Affidavits are issued only after full payment has been received. After the ad is first published and measured you will be sent a Pre-bill to assist you with your payment for our services and publication of your legal ad. Leader Readers are everywhere! 70 percent of north Jefferson County homes are Leader Readers... 17,500 locals each week... 23,000 people use PTLeader.com each week. Thank you and have a great day, Donna Rosmaier • Legal Coordinator The Leader 226 Adams St. Port Townsend, WA 98368 (360)385-2900 on 7/16/12 11:12 AM, Michelle Farfan at mfarfan(aco.jefferson.wa.us wrote: Good Morning: Please publish one time the attached notice in the July 25 edition of the Leader. Please confirm receipt of this email. Thanks, enjoy the sunshine! Michelle Farfan Associate Planner, FHM Lead Dept. of Community Development 621 Sheridan Port Townsend WA 98368 mfarfan@sco.jefferson.wa.us 360-379-4457 360-379-4473 (fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1, 2008. Our office is open to the public 9:00 am - 4:30 pm Monday to Thursday and closed on Fridays. 1 t„ CERTIFICATE el WATER SUPPLY UTILI `I S JEFFERSON CO Y J� JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT *********OFFICIAL USE ONLY DO NOT WRITE IN THIS SPACE*********** 1Ylll, --lQ-- l( rso - Application Number Project Name Approved Water Plan Water Utility Assigned By ************************************************************* ************************************************************* APPLICANT TO COMPLETE Applicant Name iJA 0,12916/./. Proposed Project Z — LOT Project Location Z _ /, ' ;,, fJtt f 9?"376 Project Preliminary Plan: Shc-E- Pia* w l i J (Ado _I1 01 -;1e wel, ., Indicate the number of units of each category: r IU (Ad o& C /`. ?��� Residential Multi-Family Commercial Industrial Agricultural Other I, the undersigned, certify that I, or my appointed representative have discussed this proposed project and its impacts with the Water Utility shown above. I acknowledge that this proposed project may require improvements to the water system shown above which would incur my financial obligation. Prior to Final Plat approval, or approval of the Water System Plan or the Engineer's Report, it is understood that a legal contract between myself and the Water Utility must be submitted to Jefferson Count which s.ecifies the terms of the water service o.erational res.onsibilit and financial obligation. Furthermore, /acknowledge that l have read and understand the following material. . S 6-&--:-Z6 —1 Z. Signature of Applicant Date II Page 1 of 6 4 1 UTILITY SERVICE REVIEW PROCEDURE (USRP) If an individual well is proposed, then the Procedure (USRP) is not required at this time. Individual well proposal is forwarded to the County Health Department for review and approval. Priority 1: Within Service Area Jefferson County will determine whose service area water supply the request is located in, and will then direct the applicant to that purveyor or water utility with a Certificate of Water Supply Utility Service in hand. If the utility declines service, a letter stating 'Justification of Denial' will be required. If the purveyor declines service, then go to Priority 2. Priority 2: Satellite System Management Agency (SSMA) The designated SSMA for the County will be allowed to respond to the service request and provide conditions of service to the applicant. If the SSMA declines service, a letter stating 'Justification of Denial' will be required. If the SSMA declines service, then go to Priority 3. Priority 3: Adjacent utility The applicant must approach adjacent utilities to determine if service can be provided. If the adjacent utility declines service, a letter stating 'Justification of Denial' will be required. If adjacent utility declines service, then go to Priority 4. Priority 4: Create new Public Water System (PWS) After the first 3 priorities are ruled out, a new PWS may be considered through the required State review process. The applicant will be directed to have an engineer contact the DOH Regional Engineer for specific requirements (Water System Plan, project report, construction documents, etc.). Note: Once service is determined, Jefferson County will sign off on the Certificate for Water Supply Utility Service and adjust service area maps as necessary. Sign off will occur only after consultation with the DOH to determine whether the proposed system is adequate to serve. Page 2 of 6 TO BE COMPLETED BY THE W T jtILIT' 1I A. Please circle the appropriate imv ;^ Ppropriate action(s) and/or fi ;;in fhewl pro`priaie blagil s u L\1 • The proposal is/is not within our approved EFFERSON COUNTY pmaENT 2. The water desire to serve this development at this time/ever utility does/does not 3. The water utility is/is not willing to assume interim satellite operational management responsibility for the proposed water system until a connection to our system is possible. If you (the utility) are not going to manage the supply of water for this development, please proceed to number 16 and attach a letter explaining the 'Justification of Denial'. The County will be unable to proceed without this 'Justification of Denial'. In all other cases, continue with the questionnaire. 4. The proposed development is/is not consistent with our approved water system plan. 5. Water service can be made available to this development immediately/by 6. Indicate estimated peak hour, peak day, and annual average water supply needed in gallons per minute (GPM). Peak Hour Peak Day Annual Avg. Required fire flow n/a n/a Estimated domestic Total requirements 7. Number of fire hydrants required S. The has been approved for water system service connections and currently has active connections and service commitments. Page 3 of 6 A r : `r Application No. 9. Will the project require extension of water mains or adjustments to service area boundaries? Yes/No If yes, please describe: 10. Significant facilities improvements other than waterline extension would/would not be required. List improvements: 11 . The entire water system capable of serving the ultimate development density will/will not be installed initially prior to final plat approval. If staged development is proposed, specify what form and the method of surety which will be provided to guarantee ultimate installation of water system facilities. 12. List the flows that could be provided to the development with a minimum pressure of 30 psi and 20 psi. GPM at 30 psi GPM at 20 psi 13. Indicate size of main required for hookup: inches. 14. Indicate distance from existing main to project: feet. 15. Design and installation of the proposed water system will/will not be reviewed and inspected by our agency. Page 4 of 6 ' T Application No. 16. A satisfactory contract has/has not been made with the applicant to serve this proposal. Comments: V ` If Ii I, the undersigned, certify that I, or another atritr Ariz yre r utility, have discussed this proposed project and r im��1 is w t�at e/¢f the ts' / acknowledge that the eglrant. has the capacity in installed facilities and water r' hr watery. tem development with the improvements identified a gv �Eoo'� Ootnrhe proposed the proposed project is consistent with this utTfify �w ter sysfe p ne e to WATER UTILITY REPRESENTATIVE DATE ********** TO BE COMPLETED BY APPROPRIATE REVIEW AGENCY********** • B. Please circle the appropriate action(s) and/or fill in blanks. 1. Jefferson County Health Department (Individual Wells) The Jefferson County Health Department has reviewed the proposed method of water supply and hereby offers conceptual a disapproval for the proposal. Final approval p pprova r a suitable well site is approved and until it is demonstrated that applicable separation distances and health regulations are attainable. Comments: County Health Department Official Date Page 5 of 6 • . , t Application No. 2. Jefferson County Development Review Division (Reviews for consistency with County land use policies.) The Development Review Division has reviewed the proposed method of water supply and hereby offers conceptual approval/disapproval for the proposed supply. Comments: Development Review Division Signature Date 3. Washington State Department of Health Reviews applications where there is a disagreement of terms of water service or formation of a new water supply utility. Due either to a disagreement on terms of water service or to the formation of a new water supply utility, the DOH has made a decision on water service. This decision is presented in the attached letter dated and signed by The Water Utility Coordinating Committee did/did not make recommendations applicable to this case which are/are not attached. Comments Washington State Department of Health Date Page 6 of 6 h:lhomelpincntrlinfohlthlcwsp 8/95 rlsoN c------;0 ti4 L� �`�SkIN09' JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 Carl Smith, Director July a0, 2012 Dear Reviewer, RE: MLA12-00118 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: Subdivided 10.73-acres into two residential lots; Lot 1 consists of 5.73-acres and Lot 2 consists of 5-acres. Each lot has existing single family residences, on-site individual wells and installed on-site septic systems. Lot 1 has direct access from Lords Lake Loop Road and Lot 2 will have an access easement through Lot 1 from Lords Lake Loop Road, Quilcene. The Optional DNS process of WAC 197-11-355 is being used. This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. If the threshold determination is a Determination of Non-Significance (DNS) or a Mitigated Determination of Non-Significance(MDNS), parties of record may appeal the decision to the Hearing Examiner within 14 days of the final Notice of Decision. A Determination of Significance (DS) may not be appealed to the Hearing Examiner. Decisions of the Hearing Examiner may not be further appealed except to Superior Court. This proposal is subject to environmental review and threshold determination under the State Environmental Policy Act(SEPA). Location: Parcel number 702 111 004, Section 11, Township 27, Range 2W, WM, located at 27 Lords Lake Loop Rd, Quilcene 98376 Comments must be received within fourteen (14) calendar days or by AIN, E?d, 2012. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at(360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, Af / f I ,....._ AA" AA Michelle Farfan , Y11 Ci 1 h Co,A e_ e lrsuyx . w 6t. U S 3( O-3? -((`Ist Building Permits/Inspections Development Review Division Long Range Planning (360) 379-4450 csmith(a co.lefferson.wa.us FAX : (360) 379-4451 Jefferson County Health Department Receipt# 615 Sheridan Che • • Port Townsend, WA 98368 y2 0 (360) 385-9444 e,11 !.-!.- tan OTH 111% JEFFERSON COUNTY ENVIRONMENTAL FtE �THo�� 3 G 2012 SUBDIVISION REVIEW APPLICATI• �, Type(check): X Short Plat Long Plat Other (specify ' �� IEEFEe_so�P�0�5N�tivP""F�� PFA11N\i� \ P1{ Applicant Name: OA ,e_AD aAl _.- Address: p ® - 61. i 4f4- c7k3 76, - t)G)93 Telephone: 2,6,o - 76 S- 3 7S"—Z E-mail Address: P brow N Sig ® C. At r-5 /,n�, ►�2� Authorized Representative: c oT 6- Cz_ IL / C� e < >AI-1E, Address: / �DX 219 u,rrl U),4- ?F '2_ Telephone: 3G,O - ,S//- 2/6/ E-mail Address: -5eD7 o - o r•7 PROPERTY DESCRIPTION Legal Description: Section // Township 2 7 A/ Range . t Parcel Number: 702- 11/Fro l Subdivision Name (if known): # of lots z- Average lot size Minimum lot size WATER SUPPLY SOURCE (check): h Individual Well Community Well Public (specify) Extension of existing system: Previous Evaluation by Health Department Yes No Date of Evaluation: Previous Owner (if known): NEED AT LEAST 4 SOIL TEST PITS PER LOT. ATTACH A COPY OF SOILS REPORT PREPARED BY A PROFESSIONAL ENGINEER OR A LICENSED SEPTIC DESIGNER, AND A PLOT PLAN SHOWING THE LOCATION OF THE TEST HOLES. This evaluation does not constitute a guarantee of approval of an on-site sewage disposal permit. Signature of Applicant Date C:IDocuments and SettingslmichlLocal SettingslTemporary Internet FilesIOLK41Subdivision Review Application.doc Rev 02/24/03 4.(0°11 co ` JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ♦ 621 Sheridan Street•Port Townsend•Washington 98368 360/379-4450. 360/379-4451 Fax • • ,gyp www.co.jef#erson.wa..us/cam�i e f� t Imo. Master Permit Application Prot Description(include separate sheets as necessary); MAY 3 0 2012 2-Lot Short Plat • Tax Parcel Number..702111004 . . 1cwj2!? 10 73 Acres (acres/square feet) Site Address and/or Directions to Property: CO7Ihf UNITY DEVELOPMENT 27 Lords Lake Loop Rd,Quilcene WA 98376 Property Owner(s)of Record: Wayne S.Brown Telephoie: 360-765-3752 Fax: email: Mailing Address: P.O.Box 93 Quilcene,WA 98376-0093 ApplicantlAgent(if different from owner): Clark.T.and Office, Scot Clark Telephone: 360-651-2161 Fax: 360-683-5310 omit: Mailing Address: P C? Bnx 7199,Segni WA 95382 What kind of Permit?(Check each box that applies 0 Lot or Road Segregation ❑Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(M.in ,Major or Reasonable Economic Use) or ❑Single Family 0 Garage.Attached/Detached" 0 Conditional Use[C(a),C(d),or ❑ Manufactured.Horne, ; .❑ Modular - q Discretionary"D'or Unnamed Use Classification . • Commercial* ❑Special Use(Essential Public Facilities)" o Change of Use 0 Boundary Line Adjustment O Address .0 Road Approach Short Plat"* ❑Home Business 0 Cottage Industry 0 Binding Site Plan"* ❑Propane 0 Long Plat** , . . . 0 Sign 0 Planned Rural Residential Deveiopmeht(PRRD)/Amendments*" ❑Mowed"Yee Use Consistency Analysis _ Cl Plat Vacation/Alteration** Storrnwater Management 0 Shoreline Master Program.Exemption/Permit Revisions** O Site Plan Approval Advance Determination(SPAAD) O Shoreline Management Substantial Development** 0 Temporary Use . ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Ap lication Conference 0 Tree Vegetation Request "Requires a Pr pp#catlon Conference Please identify any other local,state or federal permits required for this proposal,if known: Scot$.Clark DESIGNATION OF AGENT i hereby designate to act;as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Clark Land Office Date: 5//s // By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or Its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result'in this permit being null and void. 'farther agree to save,indemnity and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may In any way accrue against Jefferson County as a result of or in consequence of the granting of this permit I further agree to provide access and,right of entfy to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Stalls access and 7et.sit of derby will be assumed unless the applicant informs the County writing at the time of the application that he or she wants prior notice. Signature: G Date: C' - 26 — 1 Z The action or actions Applicant will undertake as a result of the issuance of this permit may negatively:react upon one or mote threatened or endangered species and could lead to a potential"take"of an endangered sperm as those terms are defined,in the federal law known as the "Endangered Species Act"or'ESA,"Jefferson.County makes no assuranges to the applicant that the actions that will be undertaken because this permit has been issued will not violate the EM. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he she or it holds individual ' and non-transferable naspontibilityrdhering to and complying with the ESA. The Applicant has read this disclaimer signs and dates it below. Signature: v�-4- Date 04.1- j Z • G:kP tCanur\###FORMS###\DRD FORMS\Current DRD Forms\ ter P rt it Application 5-29.08 dac LOT 1 WAYNE BROWN SHORT PLAT THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 27 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89° 58' 53° EAST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 660.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE SOUTH 89°58' 53" EAST ALONG SAID NORTH LINE, A DISTANCE OF 589.94 FEET TO A POINT ON THE WESTERLY MARGIN OF LORDS LAKE LOOP ROAQ THENCE SOUTHEASTERLY ALONG SAID WESTERLY MARGIN, A DISTANCE OF 375.79 FEET; THENCE SOUTHEASTERLY ALONG A 577.00 FOOT RADIUS CURVE RIGHT THROUGH A CENTRAL ANGLE OF 09° 15' 07"AN ARC LENGTH OF 93.17 FEET TO A POINT ON SAID SOUTH LINE; THENCE NORTH 89° 58' 53"WEST ALONG SAID SOUTH LINE A DISTANCE OF 912.63 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO A PERPETUAL EASEMENT OVER THE SOUTHERN 20 FEET OF THE ABOVE DESCRIBED PROPERTY FOR INGRESS, EGRESS AND UTILTIES, FOR THE SOLE BENEFIT OF LOT 2 OF THE WAYNE BROWN SHORT PLAT; PROVIDED, HOWEVER, THAT SAID EASEMENT WILL TERMINATE AND BE OF NO FURTHER FORCE OR EFFECT IF AND WHEN LOT 2 IS CONSOLIDATED WITH JEFFERSON COUNTY TAX PARCEL NO. 702111022, WHICH LIES TO THE NORTH OF SAID LOT 2 OF THE BROWN SHORT PLAT. LOT 2 WAYNE BROWN SHORT PLAT THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 27 NORTH, RANGE 2 WEST, W.M., JEFFERSON COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89° 58' 53" EAST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 660.00 FEET; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER, A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE NORTH 89° 58' 53"WEST ALONG SAID NORTH LINE, A DISTANCE OF 660.00 FEET TO A POINT ON SAID WEST LINE; THENCE SOUTH 01°43' 16" EAST ALONG SAID WEST LINE, A DISTANCE OF 330.15 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PERPETUAL EASEMENT OVER THE SOUTHERN 20 FEET OF LOT 1 OF THE WAYNE BROWN SHORT PLAT, FOR INGRESS, EGRESS AND UTILTIES, FOR THE SOLE BENEFIT OF LOT 2 OF THE BROWN SHORT PLAT; PROVIDED, HOWEVER, THAT SAID EASEMENT WILL TERMINATE AND BE OF NO FURTHER FORCE OR EFFECTIF AND WHEN LOT 2 IS CONSOLIDATED WITH JEFFERSON COUNTY TAX PARCEL NO. 702111022, WHICH LIES TO THE NORTH OF SAID LOT 2 OF THE BROWN SHORT PLAT. 1 FILED 2 201211AR 29 Ali 11: 42 ' IN SUPEFIOr C(UPT 3 I JEFFERSON COUNTY CLERK 4 , 5 6 SUPERIOR COURT OF WASHINGTON FOR JEFFERSON COUNTY 7 !, The Estate of DORA HAZEL BROWN 8 Plaintiff, No. 10-2-00344-3 vs. 9 WAYNE BROWN,a married man,as his STIPULATION AND AGREED WriffMilt separate estate JUDG 10 Defendant. 7 11 �� h�iAit 0 2012 u 12 n �RSON COUNTY REAL PROPERTY JUDGMENT IU�'17�Cn RsuNITY DEVELOPMENT 13 Plaintiffs Property: See Legal Description of"Lot 2" attached hereto. 14 New Tax parcel number to be assigned after Short Plat is filed and approved 15 Plaintiffs Attorney: Peggy Ann Bierbaum, 800B Polk St., Port Townsend, WA 16 98368 i7 Defendant's Property: See Legal Description of"Lot 1" attached hereto. New Tax parcel number to be assigned after Short Plat is 18 filed and approved 19 III Defendant's Attorney: Malcolm S.Harris,Suite 4100,901 Fifth Ave., Seattle,WA 98164 20 Judgment Amount No monetary Judgment awarded 21 li Costs and other amounts No costs awarded 22 23 STIPULATION AND AGREED JUDGMENT HARRIS,MERICLE&WAKAYAMA,P[1.0 901 FIFTH AVENUE,SLATE 4103 QUIETING TITLE-- 1 SEATTLE,WASHINGTON 9816 24 PHONE 621-1818 FAX( 041560 ,12. 9 00136 1 1 STIPULATION 2 The parties to this action,by and through their attorneys of record do hereby stipulate and 3 agree as follows: 4 1. During the trial of this action, the parties agreed to settle this matter and to quiet 5 title to the real property that is the subject of this action. A settlement agreement was read into 6 the record in open court. 7 2. Since the trial in this action and the settlement occurred, the Plaintiff Dora Hazel 8 Brown has died and her property and affairs are now being administered by her daughter,Evelyn 9 Shields, who has been appointed as the Personal Representative of the Estate of Dora Hazel 10 Brown. The parties hereby agree that the settlement previously reached by the parties prior to 11 Mrs. Brown's death is not affected by her death and that her Estate will be bound by the 12 settlement in all respects and that her Estate will be substituted as the successor Plaintiff in this 13 action. 14 3. The parties now wish to memorialize the settlement agreement in writing and to 15 enter an Agreed Judgment which resolves all of the issues in Plaintiffs Complaint and 16 Defendant's Counterclaim. The parties hereby agree to the entry of the following Judgment. 17 Dated this 27 day of March,2012. 18 HARRIS MERICLE&WAKAYAMA LAW OFFICES OF PEGGY ANN BIERBAUM 19 20 By: v Anti: Mal," S. Harris,WSBA#4710 Peggy i F.aum, ` BA#21398 21 Att i rney for Defendant Attorney for Plaintiff 22 23 STIPULATION AND AGREED JUDGMENT HARRIS.MERICLE&WAKAYAMA,P'LLC 901 HRH AVENUE,SUEE4100 24 QUIETING .Ti iILE-- 1 SEATTLE,WASHINGTON PRONE(206)6214818 FAX pm 62A 60 I ' 1 ! JUDGMENT 2 This matter having come on in open court upon the foregoing Stipulation between the 3 parties;and the Court being fully advised;it is hereby 4 ORDERED, ADJUDGED AND DECREED that fee title to Jefferson County Tax Parcel 51 702111001 is hereby quieted in Defendant Wayne Brown, a married man, as his separate 6 property, free and clear of all claims by Plaintiff, the Estate of Dora Hazel Brown. The legal 7 description of that property is as follows: 8 The North Half of the Northeast Quarter (lying West of the Little 9 Quilcene River), less the South 330 feet thereof,in Section 11, Township 27,Range 2 West,W.M.,Jefferson County,Washington 10 and it is further 11 ORDERED, ADJUDGED AND DECREED that Jefferson County tax parcel number 12 702111004, which presently has a total area of 10.62 acres, shall be divided into two parcels, 13 with the western five acres going to Plaintiff, the Estate of Dora Hazel Brown, and the eastern 14 5.62 acres going to defendant Wayne Brown. Attached is a survey of that parcel which indicates 15 the boundary line to be drawn between the two new parcels, and which contains the legal 16 descriptions of the two new parcels. The parties shall cooperate to file a Short Subdivision 17 Application with Jefferson County to achieve the final subdivision of tax parcel no. 702111004 18 into two parcels, to be owned by the two parties free and clear of any claims by the other; and it 19 is further 20 ORDERED, ADJUDGED AND DECREED, that the costs of the survey and the Short 21 Subdivivion Application shall be paid by Defendant,Wayne Brown;and it is further 22 ORDERED,ADJUDGED AND DECREED,that the Short Subdivision Application and the 23 STIPULATION AND AGREED JUDGMENT HAIL,YiERELE&WAKAYAMA,PtLC 901 FIFIH AVENUE,SUITE 4100 QUIETING'1'1'1'LE-- 1 SEATTLE,WASHINGTON 98164 24 PHONE(X6)621-1816 FAX(206)6748560 1 resulting Short Plat resulting from the Application shall include the Declaration of an easement 2 for ingress, egress and utilities across the southern 20 feet of the Wayne Brown parcel, for the 3 benefit of the parcel to be owned by the Estate of Dora Hazel Brown;provided,however that the 4 Declaration shall also provide that, if at any time in the future the new parcel owned by the 5 Estate of Dora Hazel Brown should be consolidated with tax parcel no. 702 111 022, which is 6 presently owned by Ronald and Evelyn Shields and is located North of the new parcel to be 7 owned by the Estate of Dora Hazel Brown, then the easement across the Wayne Brown parcel 8 shall be terminated. 9 Done in Open court this 07 Y 1" day of March,2012. 10 KEITH C.HARPER 11 COURT COMMISSIONER Judge/Court Commissioner 12 Presented by: 13 HARRIS MERICLE&WAKAYAMA 14 15 ` By: 16 Malco S.Harris,WSBA#4710 Attorney for Defendant 17 18 Approved for Entry;Notice of Presentation Waived 19 LAW OFFICES OF PEGGY ANN BIERBAUM 20 21 .,ire► G , 22 Peggy ' f-f 1!.um, SBA#21398 Attorney for Plaintiff 23 STIPULATION AND AGREED JUDGMENT HARRIS,MERTCLE&WAKAYAMA,PLLC 901 FIFTH AVENUE,surrE 4100 QUIETING TITLE-- 1 SEATTLE,WASHINGTON 98164 24 PHONE(206)621-1818 FAX( 694.86fl1 /. _ •. ,.....:".:_..,,,7,-- 'w — i II ss. --..-..__ et 1 ss II A ......____ ::...... _ ......,..:.4, ...-0, ... ! :-'1 r i r-' • :r L�::i T3QN 3a �� o wn so awe ! d races Ain sans/ j / _ �! r d .1 iii! .. k Z t e , I 11 i Nu ell! U .4 il ■ ■ is,IZ 1 i! li 11 liti I-- N, e k 1 el. z 4 N 11 II Ti le Vg g BA 4 fit 4141 , 0 . � • ht ill t$ '2 it I t. lo _ L (...,.....„. 0. 41' la 11 4-11... . ,,-. oi, . ,,,i- v -. ,-= a= N:x 1 , 11 1 itYil li i Nil z 4 . 7IS' P. 5 a It 6 Akg II i a i *L.!!. $ s _ e I I 1 i_ .,...ill III • 1------ ---„,.,.,,s;.-E.,„ .• . • ....� <` d36Rs ..., :� ,, e� 1 ± _ _ _ - ps • LOT 1 WAYNE BROWN SHORT PLAT THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11,TOWNSHIP 27 NORTH, RANGE 2 WEST,W.M.,JEFFERSON COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89°58'53"EAST ALONG THE SOUTH LINE THEREOF,A DISTANCE OF 660.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE SOUTH 89°58'53"EAST ALONG SAID NORTH LINE,A DISTANCE OF 589.94 FEET TO A POINT ON THE WESTERLY MARGIN OF LORDS LAKE LOOP ROAD; THENCE SOUTHEASTERLY ALONG SAID WESTERLY MARGIN,A DISTANCE OF 375.79 FEET; THENCE SOUTHEASTERLY ALONG A 577.00 FOOT RADIUS CURVE RIGHT THROUGH A CENTRAL ANGLE OF 09° 15'07'AN ARC LENGTH OF 93.17 FEET TO A POINT ON SAID SOUTH LINE; THENCE NORTH 89°58'53"WEST ALONG SAID SOUTH LINE A DISTANCE OF 912.63 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO A PERPETUAL EASEMENT OVER THE SOUTHERN 20 FEET OF THE ABOVE- DESCRIBED PROPERTY FOR INGRESS, EGRESS AND UTILTIES, FOR THE SOLE BENEFIT OF LOT 2 OF THE WAYNE BROWN SHORT PLAT; PROVIDED, HOWEVER,THAT SAID EASEMENT WILL TERMINATE AND BE OF NO FURTHER FORCE OR EFFECT IF AND WHEN LOT 2 IS CONSOLIDATED WITH JEFFERSON COUNTY TAX PARCEL NO. 702111022, WHICH LIES TO THE NORTH OF SAID LOT 2 OF THE BROWN SHORT PLAT. • LOT 2 WAYNE BROWN SHORT PLAT THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11,TOWNSHIP 27 NORTH, RANGE 2 WEST,W.M.,JEFFERSON COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89°58'53"EAST ALONG THE SOUTH LINE THEREOF,A DISTANCE OF 660.00 FEET; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE NORTH 89°58'53°WEST ALONG SAID NORTH LINE,A DISTANCE OF 660.00 FEET TO A POINT ON SAID WEST LINE; THENCE SOUTH 01°43' 16"EAST ALONG SAID WEST LINE,A DISTANCE OF 330.15 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PERPETUAL EASEMENT OVER THE SOUTHERN 20 FEET OF LOT 1 OF THE WAYNE BROWN SHORT PLAT, FOR INGRESS, EGRESS AND UTILTIES, FOR THE SOLE BENEFIT OF LOT 2 OF THE BROWN SHORT PLAT; PROVIDED, HOWEVER,THAT SAID EASEMENT WILL TERMINATE AND BE OF NO FURTHER FORCE OR EFFECT IF AND WHEN LOT 2 IS CONSOLIDATED WITH JEFFERSON COUNTY TAX PARCEL NO.702111022, WHICH LIES TO THE NORTH OF SAID LOT 2 OF THE BROWN SHORT PLAT. CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 702111004 Printed: November 9, 2011 Cases Name Review Type Status Planner BLD03-00108 MLA03-00086 BROWN I F J SMITH Application Received: 2/25/2003 Permit Issued/Case closed: 3/14/2003 Case Finaled: 3/1/2005 NEW MANUFACTURED HOME INSTALLATION 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 4, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type 1 Stream - Little Quilcene River; Conservancy Desingation for Shoreline; Fish Bearing Stream (Cutt.Coho, Etc); Seismic Hazard Area on East and West sides of the Little Quicene River; Flood Zone A- mostly west of Little Quilcene River; Erosion Hazard Area at extreme western border of the property; and Susceptible Aquifer Recharge Area. 2.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) A Type 1 Stream (Little Quilcene River-cutt, coho, etc) has been identified on the subject property. The stream will require a setback of 155-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 5.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar(Thuja Plicata), and Western Hemlock(Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry(Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry(Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 7.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 8.) The identified Fish and Wildlife Habitat Area a Type 1 Stream), shall maintain a vegetative buffer setback of 155-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM) to the Manufactured Home. 9.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed Manufactured Home. 10.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 11.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 12.) A special report addressing potential hazards from seismic hazard and erosion has not been required or submitted for the manufactured home installation permit. 13.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 14.) This approval is for installation of a manufactured home only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The site plan as submitted with the manufactured home permit application on February 25, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated March 4, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) The parcel is a legal conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 1 of 2 Cases Name Review Type Status Planner 17.) . A septic system and drainfield was installed on the property under permit SEP71-00046. The permit was finaled June 24, 1971. 18.) A septic system permit was issued under permit SEP02-00251 for installation of a conventional system. The permit was issued December 3, 2002 and remains valid until December 3, 2005. 19.) The applicant is proposing to create or add 1876 square feet of impervious surface and 3226 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Storm Water Calculation Sheet. The applicant submitted a calculation sheet. 20.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 21.) Maximum impervious surface area on the property shall not exceed 25 percent. 22.) Minimum setback from Lords Lake Loop Road right of way line shall be 20 feet. Minimum side setbacks shall be 5 feet. Minimum setback from the bank (ordinary high water mark) of the Little Quilcene River shall be 155 feet based on the Type 1 stream. 23.) The building height shall not exceed 35 feet. 24.) The status of the existing residence, a 1120 sqare foot home, located on the property is now an Accessory Dwelling Unit(ADU). The address is 191 Lords Lake Loop Road. PRJ03-00032 MLA03-00086 BROWN p Application Received: 2/26/2003 Permit Issued/Case closed: Case Finaled: MANUFACTURED HOME INSTALLATION No findings, conditions, or permissions found. SEP02-00251 BROWN F Application Received: 10/25/2002 Permit Issued/Case closed: 12/3/2002 Case Finaled: 4/12/2004 SEP71-46 also on this 9.6ac property for the ADU (lac. home siie under 702111004) 1.) MAXIMUM TRENCH DEPTH 12 INCHES 2.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 3.) Contact designer prior to installation for staking of drainfield area. 4.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 5.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED EVERY 6 YEARS. 6.) An asbuilt drawing and certification of completion by the installer is required prior to final approval. 7.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 8.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 9.) Drainlines are to be installed along the natural contours. 10.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 11.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 12.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. SOM02-00251 BROWN F Application Received: 4/12/2004 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. SEP71-00046 BROWN F Application Received: 4/14/1971 Permit Issued/Case closed: 4/16/1971 Case Finaled: 6/24/1971 SEP02-251 also on this property for the primary residence No findings, conditions, or permissions found. USR03-00007 BROWN F Application Received: 2/11/2003 Permit Issued/Case closed: 2/28/2003 Case Finaled: 2/28/2003 No findings, conditions, or permissions found. 2 of 2 Parcel Print Page 1 of 1 Parcel Number 702111004 06/24/2011 Owner Mailing Address: WAYNE S BROWN PO BOX 93 QUILCENE WA 983760093 Ste Address: 27 LORDS LAKE LOOP RD QUILCENE 98376 Section: 11 School District: Quilcene(48) Qtr Section: NE1/4 Fire Dist: Quilcene(2) Township: 27N Tax Status: Taxable Range: 2W Tax Code: 324 Planning area: Quilcene(10) Sub Division: Land Use Code: 1100 - HOUSES (single units, non-farm) 25541 Property Description: S11 T27 R2W I N1/2 NE(S330' W OF USFS RD) I I 9a 4. ao- http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=702 1 1 1 004... 11/9/2011 } Cr N H C) = O C3 LL CV _0 Z LL -� 0 H O CO Cl O -- -- CV CO c+ a) — L.0 Cl CO LU o -o — Cu J o o L CD X CC 'O -I-I 0) Z 1 C U C = H ,� ` LL 0 CI CO l v 4_, "O H 0) 0) I '� - 7 L L C Co h- Q _0 C) U U W Z O Cr J O. 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CO •- •- 03 0) I— I— x C I— co u q- XE XE H cc PRE11-00025 Pre-Application Conference Wayne & Patricia Brown 2 Lot Short Plat Attendees: Jim Pearson & Mara Dotson DPW; Randy Marx EH; David Wayne Johnson DCD 11am, February 2, 2012 Owner/Applicant/Site Address: Wayne & Patricia Brown 27 Lords Lake Loop Road PO Box 93 Quilcene, WA 98376 Description of Proposal: The proposal is to subdivide an approximately 11 acre parcel into two (2) five (5) acre parcels in the Rural Residential 1:5 zone. ENVIRONMENTAL HEALTH (Water & Septic) Randy Marx • Septic Designer, soil test pits, designation reserve drainfield on back property PUBLIC WORKS (Roads &Access) Jim Pearson, Mara Dotson • Fire District review of access roads • Initial 30 feet of driveway w/ maintenance agreement for back property DEVELOPMENT REVIEW DIVISION - LAND USE • Zoned - Rural Residential RR1:5 • Short Subdivisions (JCC 18.35.090) • Type II Permit with Public Notice required, but no public hearing • Surveyor required (stream and flood zone boundaries and buffers must be depicted on the face of plat) Environmentally Sensitive Areas (ESA): • Type "S" Stream (shoreline) - 150 foot FWHCA buffer • Conservancy Shoreline Designation - Little Quilcene River • Seismic Zone (west side of river) N/A • Flood Zone A (west side of river) • Susceptible Aquifer Recharge N/A Application & Fees: • Complete Application Includes: o Master Permit Application o Land Division Supplemental Application (see requirements) o Survey - Preliminary Plat o Plat Certificate o Soil test pits - designation of reserve drainfield o Fees Due at time of application $2,917.00 (See attached worksheet) o Public Works fees billed separately Brown Short Plat Page 1 of 1 r • 4901S1 I -It* JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT _II 621 Sheridan Street-Port Townsend Washington 98368 360/379-4450•8001831-2678•360/379-4451 Fax Pre-Application Conference The Jefferson County Unified Development Code (UDC) requires that before an application is made for all Type II and Type III project applications and Type I applications proposing impervious surfaces of ten thousand (10,000)square feet or more and/or non-single family structures of five thousand (5,000) square feet or more, a pre-application consultation must be held. The consultation includes preliminary review and administrative assistance. This service does not include extensive field inspection or correspondence. Pre-application consultation does not limit subsequent administrative review. At the conference, Department of Community Development personnel shall provide the applicant with: (1) A list of the requirements for a completed application; (2) A general summary of the procedures to be used to process the application; (3) The references to relevant code provisions or development standards that may apply to the approval of the application;and (4) A list of any applicable hourly review fees that may be charged by one or more County agencies upon the Sing of a project permit application with the County. Discussions at the conference or the information provided by the staff shall not bind or prohibit the County's future application or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County,state and federal codes, laws,regulations and land use plans. NAME Wayne&Patricia Brown MAILING ADDRESS: P.O. Box 93 Quilcene WA 98376-0093 TELEPHONE:(HOME) 360-765-3752 (WORK) REPRESENTATIVE: Scot Clark, Clark Land Office MMLIND ADDRESS: P.O. Box 2199 Sequim,WA 98382 TELEPHONE:(HOME) (WORK) 360-681-2161 DIRECTtONS 1. Please answer all questions on this form completely. 2. Attach a sketch of the Conceptual Design for the proposed use or activity,showing the following information: a. Vicinity sketch; b. North arrow and scale; c. Property boundaries and identification of land uses on ac4acent properties; d. Means of ingress and egress; I IECIEOVE e. Property/lot drainage; I J f. Possible locations of sewage disposal and water supply systems; g. Location of utility easements;and H nv 1 0 ;2011 h. Proposed location of buildings,including setbacks to property boundaries. I I 3. Attach payment of the applicable fee,as set forth in the Jefferson County Fee Ordinance. DEpT OFjC[FEOrNtRqSU°NNITYCODUENVEIYLOPMENT 'C. Property Description General Location: Subject property is on the west side of Lords Lake Loop Road and located 0.8 miles north of the intersection with Highway 101 and approximately 2 miles north of Quilcene. Legal Description(from Property Tax Statement): North 1/2 of the NE 'A (South 330' lying west of USFS Rd.) Section 11,Township 27 North, Range 2 West, W.M. 9-Digit Parcel Number(from Property Tax Statement): 702111004 Total Acreage: 10.73 AC. Zone: RR 1:5 %Lot Coverage: 1% +/- Applicant 0 Owner 0 Lessee 0 Contract Purchaser 0 Other Project Description To divide subject parcel into two lots. Property Owner(name and mailing address): Wayne&Patricia Brown P.O. Box 93 Quilcene WA 98376-0093 Standard Disclosure Information provided to a prospective applicant during the pre-application consultation is based on County regulations in effect at the time of the pre-application consultation.Revised or new County regulations could affect a future development application. A pre- application consultation does not vest a future development application. By signing the application form,the applicantlowner attests that the information provided herein is true and correct to the best of their knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. This right of entry shall expire when the County (through the Administrator or the Administrator's representatives)concludes the application has complied with all applicable laws and regulations. Access and right of entry to the applicant'sPProperty shall be re uested and shall occur only during regular business hours. LI...). L../.--"-------- (1,:l-' a 5-1.4..e.......,_ lo a (SIGNATURE) 1rEO (_ oV [E' - 1 (i 1 L-11 11 NnV 1 0 I ! J) ■ 1 JEFFERSON COUNTY DEPT OF CO*J;UNI IY pry,/GLOVENT PROPOSED LOT 1 BROWN SHORT PLAT -- " THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11,TOWNSHIP 27 NORTH, RANGE 2 WEST,W.M.,JEFFERSON COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89°58'53"EAST ALONG THE SOUTH UNE THEREOF,A DISTANCE OF 660.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE SOUTH 89°58'53"EAST ALONG SAID NORTH LINE,A DISTANCE OF 589.94 FEET TO A POINT ON THE WESTERLY MARGIN OF LORDS LAKE LOOP ROAD; THENCE SOUTHEASTERLY ALONG SAID WESTERLY MARGIN,A DISTANCE OF 375.79 FEET; THENCE SOUTHEASTERLY ALONG A 577.00 FOOT RADIUS CURVE RIGHT THROUGH A CENTRAL ANGLE OF 09° 15'07"AN ARC LENGTH OF 93.17 FEET TO A POINT ON SAID SOUTH LINE; THENCE NORTH 89°58'53"WEST ALONG SAID SOUTH UNE A DISTANCE OF 912.63 FEET TO THE TRUE POINT OF BEGINNING. r'r'/ 1 0 I FJRSGN CO \ry �T. C In Il:t;ri�Fnr �,;'T PROPOSED LOT 2 V BROWN SHORT PLAT THAT PORTION OF THE SOUTH 330 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 11,TOWNSHIP 27 NORTH, RANGE 2 WEST,W.M.,JEFFERSON COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER; THENCE SOUTH 89°58'53"EAST ALONG THE SOUTH LINE THEREOF,A DISTANCE OF 660.00 FEET; THENCE NORTH 01°43' 16"WEST, PARALLEL WITH THE WEST LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 330.15 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH 330 FEET; THENCE NORTH 89°58'53"WEST ALONG SAID NORTH LINE,A DISTANCE OF 660.00 • FEET TO A POINT ON SAID WEST LINE; THENCE SOUTH 01°43' 16" EAST ALONG SAID WEST LINE,A DISTANCE OF 330.15 FEET TO THE POINT OF BEGINNING. 1 1 fl" 1 0 71 ;I II JEFFERSON COUNTY DrPT nF CO",Jfi'UNTY DEM OPMENT cc- D°" .. r F Z ... ,...._ I z3<x 2, o��j Ps,- s!'off ' 1 1 r Ia.la N. $E 5 � 2'X c%CO dF t , u„_-ZIP. 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AII:!fert - N Z a g W §1 1 E§ P , i.,, ,,, , ,--- v) p, 1 1 _.. ...g 41 'il „ _ t. ,,,,,,, r., a >..,... ... li" p . .,,,.., et , _ " * : l',..1 . §ii i ui ui _ �m �� s .Q4 I h �9u $ i N z WOZ rW C� 1i 8\ auQ� 3 R U �+ o o .. 4 k H 8 6 8 SSS x 8 "' g Gj° o o Z P' ? g h US %3 Q O R iIi' Pt7,- C' C PN_----...-----,_ __/ NM1�ENE RN" 1 • • 0 I — 1 --_________-- ti m z tn.1(1*% NNUI / W %.........iStpi ,Y JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT These fees are effective January 1, 2012 and are subject to change. SUBDIVISION REVIEW FEE WORKSHEET DATE: Pre-Application #: pL aS Applicant Name and/or Authorized Representative: PROJECT TYPE FEE REQUIRED PROJECT TYPE FEE REQUIRED Long Plat Base Fee 6,364.00 Short Plat Base Fee 1,998.00 C 1 10) HEALTH DEPARTMENT Subdivision Review Base 3 erP. Binding Site Plan / PRRD's 6,364.00 $386.00 Plus $76.00 Per Lot Final Short Plat, Long Plat, Boundary Line Adjustment BSP & PRRD 222.00 a Review Fee $152 plus $76 per lot Notice of Application 149.00 f' q PRRD Review Fee 152.00 Density Exemption Review Fee 152.00 Hearing Notice 149.00 requiring field work Notice Boards#X $10.00 / Density Exemption Review Fee 76.00 ENVIRONMENTAL REVIEW PUBLIC WORKS SEPA Checklist 740.00 7q Short Plat (over 5 hrs/$79 per hr) 316.00 3 Res Long Plat 5-8 Lots: covers first 790.00 10 hours. (11+ hours = $79 per SEPA Hourly Rate 74.00 hour**) Long Plat 9 or More Lots: covers 1,580. first 20 hours. (21+ hours + $79 per hour**) **Hourly fee to be billed SUBTOTAL #1 _agR'7 SUBTOTAL#2 'e5Y Subtotal Column #1 a V?7 Subtotal Column #2 `Osy GRAND TOTAL 3 75--/ aaa Other fees (but not limited to)payable before final recording: .J Environmental Review: Additional hourly charge may apply—see Hourly Rate. J Minimum recording fee $128.00 1 Taxes paid up to date for the year the plat is to be recorded Cost of survey-see a licensed surveyor Cost of road construction,storm drainage, erosion control,etc. Cost of any required reports (geo-tech,wetland, eagle management,etc.) Cost of school and fire district fees (if applicable). G:\PLNCNTR\FEES\SUBFEE_01-01-2012.doc Page 1 of 1 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT These fees are effective January 1, 2012 and are subject to change. SUBDIVISION REVIEW FEE WORKSHEET DATE: Pre-Application #: coo w L(,- oo©2- Applicant Name and/or Authorized Repre--ntative: PR* ECT TYPE FEE R:QUIRED PRO CT TYPE FEE REQUIRED Long Plat B. .e Fee 6,364.00 Short Plat Bas- ee 1,998.00 t, HEA H DEPARTMENT Subdivi:ion Review Base Binding Site Plan / P' 'D's 6,364.00 $386 50 Plus $76.00 Per Lot Final Short Plat, Long P = Bo dary Line Adjustmen BSP & PRRD 222.00 2 : 2 -•view Fee 666.00 Notice of Application 149.00 (. ,C 'RRD Review F- 222.00 Density Exe •tion Review Fee 222.00 Hearing Notice 149.6" requirin! field work Notice Boards#X $10.00 C 0 De.; y Exemption Review Fee 74.00 ENVIRONMENTAL , REVIEW '1 PUBLIC WORKS SEPA Checklist 740.00 Short Plat $65.00/Hour** ong Plat 5-14 Lots SEPA Hourly Rate .00 $ , 12.00 Plus $132 Per Lot Long 'lat 15 or More Lots $1,312..0 Plus $196 Per Lot **Short Plat h,urly fee to be billed SUBTOTAL SUBTOTAL#2 � btotal Column #1 7_ .— Sub eta! Column #2 GRA II TOTAL 20I 7-- Other fees but no limited to •a able before final re,ordin•: Environmental Review: Additional hourly charge may apply—see Hourly Rate. Minimum recording fee $128.00 Taxes paid up to date for the year the plat is to be reco ded Cost of survey -see a licensed surveyor Cost of road construction, storm drainage, erosion control, etc. Cost of any required reports (geo-tech, wetland, eagle management, etc.) Cost of school and fire district fees (if applicable). C:\Documents and Settings\davidj\Desktop\Planner Info\Forms\SUBFEE_01-01-2012.doc Page 1 of 1