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HomeMy WebLinkAboutBLD2013-00214 ItUILDING PERMIT APPLICAION BLD13-00214 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00214 Received Date: 7/12/2013 SITE ADDRESS: 353 MALAMUTE LN PORT TOWNSEND, 98368 OWNER: ALEC M JENSEN PHONE: 503-789-0837 LESLIE A JENSEN 2525 SW MOSSY BRAE RD WEST LINN OR 970689353 MOUNTAIN VIEW VISTA SUBDIVISION: Block: Lot: 8 PARCEL NUMBER: 974600008 Section: 8 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: SIMON LITTLE PHONE: (360) 360-640-8814 210 N VICTORY AVE PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOr TWO STORY STRUCTURE; SHOP BELOW, DWELLING UNIT ABOVE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 122 VALUATION 223,694.00 ADD'L: 842 HEAT TYPE: PRO CODE EDITION: 2012 HEAT BASE: 1,051 HEAT TYPE: WOD OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 140 SHORELINE: GARA CONST TYPE: DECKLE 203 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 1 Prop: 2 Total: 1 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date APPROVFD Permit $1,895.00 MEB 07/11/13 142263 Plan Check $1,231.75 MEB 07/11/13 142263 State Building Code $4.50 MEB 07/11/13 142263 JUL 3 0 2013 Potable Water Application $66.00 MEB 07/11/13 142263 Total: $3,197.25 Jefferson County DCD \\firlomnrlArinfn\fnrmc\C RI 11 o.,., RI.J r..+ st— c DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,W A 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment 7-4 fil NCi, i'i'i` E-mail:dcda,co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00214 APPLICANT: ALEC M JENSEN PHONE: 503-789-0837 LESLIE A JENSEN 2525 SW MOSSY BRAE RD WEST LINN OR 970689353 SITE ADDRESS: 353 MALAMUTE LN Issue Date: 07/31/2013 PORT TOWNSEND, 98368 Final Date: 4/9/2015 SUBDIVISION: 9746 Block: Lot: 8 PARCEL NUMBER: 974600008 Section: 8 Township: 29 N Range: 1W PROJECT DESCRIPTION: New SFR - shop below SFR above THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes Cno� THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/9/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 4/13/2015 JEFFERSON COUNTY NO. 148895 DATE RECEIVED FROM J \ tt) DESCRIPTION BARS# ! AMOUNT ,, CURRENCYn, ,e, COIN €61 4"9 \ ,J- -i 4 I 2 O m n 0 RECEIVED BY e TOTAL 6) 1,—O` coc, JEFFERSON COUNTY OZz7 im , _,.: 2 ` DEPARTMENT OF COMMUNITY DEVELOPMENT -,-„,\CSC? �. Date: ,3//g Time Received: /0=/L (pm Mon. Tue. Wed Thur Fri. Date: 1E7 1' BLD: / 3 - z>02, 14 Contact Name: Owner: Contact Number: 360 Address: 353 MgLAA4A-t A.0 206 5453 7ff'9 oa57 Notes: 11241-4- 204 ..efi N '/L«c Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling (QA1 001)/2 ,go`SO'' . J JEFFERSON COUNTY ©Z Z 7 DEPARTMENT OF COMMUNITY DEVELOPMENT (�� SH ti Gov Ck Date: 1 -It Time Received: 7/ j am/ Mon. Tue. Thur. Fri. Date: -72— BLD: / --7/� Contact Name: Owner: Contact Number: 360 ,f Z2? lP9©e77 Address: 5 53 pyj 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall /' Address Posted Block&Tile — Ceiling A ?.. JEFFERSON COUNTY ©� 1 �SKING.,e { DEPARTMENT OF COMMUNITY DEVELOPMENT 0A7 f Date: G Time Received: " �7 � t �(� G/pm Mon. TueJ Wed. Thur. Fri. Date: 4- BLD: 1?- A.1-1 Contact Name: Owner: Contact Number: 360 31) 7'y ay Address: $'3 in...,6 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block& Tile Ceiling a bi 0 -a gl (il 0 _- _ _ ------ 7. - - -■ N v cIiis, . 1,1,cri ain, ir,,..4--Iv r■ ____ -----' i R -ill 'i 0 ' v A R u A u, , A w --1 ?r1 ? ' 7j 0 ; VI ------- , ,-- '- , -- \,.5.. 64 a 6 0 Il- i..II g g xi 111 \,...„ , _. 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NI, -, . , \ \ ,, \ To —— l''' N ‘'N \ . . /: , , Ns (..), \N„. , TO FOUR CORNER,,,,,,-------------, N\ \'\ 4k N % N ill/ \ \\ \ /4, , '` , •\'T ' 444, 'I N i N \\ \ ' \ N \ “..„ ,, t 1\ \ '1\ • "N"/ 1' i 4) i\ \\ \ i/N \ • 1 li 1\ \I N -;tek o-6 ' t I , // \, ■ 'I 1' . /1 1 i..... t 1 \ \1 •7 1\ s i; rr, -1 L--- ci)> ,,„ • r=1 c_. -.1 °"Ci - n EP c_ --■''''d ,-, ...„ _ z o < z No ri WI 9 CD C..0 .4 riml "0.4 tri Ili 1 , L.-... 1 4 z iludi q,,,?-1"ai 'A Hi!" 'f-•t,g 12 C 0 0 tn MALAMUTE LANE SHOP/AU Ilia; igi6. IR _. G CD z i 1/4, • 1 -if; Fia; VI = 1 355 MALAMUTE LANE PORT TOINNSENP, INA (95365 1 ;= eozic--8\\6 • •JEFFERSON COUNTY �o e3 DEPARTMENT OF COMMUNITY DEVELOPMENT '�o * 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax �.q 40 www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(in u sep to pheets as nsary/): 1 1 1We S-)-pf7 L) �j‘.n1t y1 J' 64 yiJc. 5J(vctM�(. U'\ At 5�Ar b2' L? 4 cAWeli ■M MPOVe- Tax Parcel Number: 9 74 6 DODD$ / Property Size: 7,7 l+ 'vac) J (acres/square feet) Site Address and/or Directions to Property:365 MN1!"�✓1�� q Lisa>°, )orf-.--o oioee, �,{U 14- 5 )7 "r/bvn lo✓- OVilni�7U/n UV"' 0►14 �ov G-0�l"ti low ix LOO. r5 ju) - 61 Mile WtWk 4 Property Owner(s)of Record: A) LC) ;e . )(45'6 Telephone: 0 - 8 -O O. Fax: email: Oljec r1 jenJtn ®)rna1 1 t•Pt Mailing Address:Z26 SW plito�j Frae fz', W t4 `/Aft / D "t 7P,6 2 Applicant/Agent(if different from owner): Si*n.r► r`tk / S f'(iA•a S r`' Telephone: 6'D— d - e 8 Fax: email: S;Aim Ps-1-4`,)-5/.Lon Mailing Address:2/0 J1• U*'(., y r.,--t. 1-31)M 4S W at kind of Permit?(Check each box that applies A uilding ❑Critical Areas Stewardship Plan Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) Single Family (Garage Attached 1 Detached ❑Conditional Use[C(a),C(d),or Cj** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat'*" ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate S/rwa� ( - JTt€— to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: f /° -261,3 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. Signature: ....,.-2....--- ignature: - Date: 7-f? Z0/) The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfers espons*bility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: __ /` Date: 46 Zv 13 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 0 • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: - Date: / 10, . I) GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New pi(Wood Existing: _ ❑ Sewer ❑ Addition ❑ Steel Proposed: Z Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Z Hei Ft: Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: A Setback: KPrivate well ❑ Two Party Type of Heat: (( Proposed: I rl ❑ Public 1eC�r;c K1.5CS A.y.,C, Total: /'rI Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: -Underground T i Above ground Tank N r3. Size of Propane Tank: 75O �/ i Heat Stove 1 Cook Stove Fireplace Insert i t Water Tan S i Pellet Stove j Other Is this appliance being installed in a Manufactured/Mobile Home?Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin• the reserve area. _, w ten, ,,,� � �+ v � '� �,.. r' °:�-� �. 9��� V °�°."', Square Foota•e Current Proposed ?i �4fa e. ` 4t� ,! - Main Floor Heated n i 15Q EH Bid App Review: 2 ' Floor Heated 4 d� F ,r, Consistency Review: r� 6 Other Heated , �� / , , Base fee: t q 5^ UU g . J Mezzanine j ,,,,p� -'41.,4 k Additional Section: / Heated Basement /�� w� Plan Check fee: k 4 = l 23( .°�S Unheated Basement V Pf "�'X� State Surcharge fee: Co Other Unheated 140 ;r" , ,n .. Pot Water Review fee: ()° GaragetCarport w 4 4 SUBTOTAL �H 3 • Decks 2,b3 ' 911/Rd Approach fee: Otherv,,,., ,,,, , z TOTAL: $ '.. S.--4-t,.? , 2c--- _ a , - .ipt Number: 1'4/2_ ,r? NEI ,•, ash/Check Number: t 2 ESTIMATED COST(REQUIRED) Date: -4-ii t .Fair arket value of all labor and materials foundation to finish ' g,496,a o-r) Initials: ' GAPermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc INCLUDE WITH PERMIT fa APPLICANT • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: 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. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: 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 (Salix lasiandra), and Scouler's Willow (Salix 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. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07 SFR StdConditions 3/7/2013 1 • 8. BMPs: 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. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07 SFR StdConditions 3/7/2013 2 . . . . • 0 is R cof D own3r.ot.$, 1 / Wine Catch Basin -A. Otrd Drain) /V/7/4 i f k)W ,...,,,,7...,s. Doiorzpoil - „... 0 DRY WELL 48 loth Dia reeler Hole Filled with - PLAN VIEW 1 V8-3'WashFd Drain R oci,.: NTS , ----R col'Domnswi .., Mark Center of Hole / Wit1 r Carpal PVC HoLtS9 —Cverflow 11 or over marls —Slah Block Topscit— \ i i Fi mil w ith artace 1 . 11.11111...1111111111111M.110~,02 .”ki . , 1, '-----** .!.^, I: I,;1*:, ..-I '•* ' - "'"4%.*'''''r.S" i Mtn. r t_. _ 1-mir-ritrovitpal. itth itrordmiliv mj , Min.4'1 d a. :}4vi I-olirorlif Fine Mesh Screen---"-I -- Ceth Basin , (1Y,Iir d Drain) t Y4 '!4 I 48 Itrh Diameter I! 41 Min. side,of hole,—, ., Hole Filled with - Linedwith t'. 1112- Filter Fabric k Drain R of* s. 0.? 1.5)Triici. r. ta. 1,,z04.To ,, t Mm:. 1)al.c..4v, ..."- --4.:-•- na I DRY WELL H igh 13 rothldwatar TBOW SECTION NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 • . m Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs,wells, and septic tank drain fields.Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 for Infiltration These ms are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impeinieable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with • jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 '') 1 DI. Shp Front Parcel Review i Parcel 974600008 Printed: July 12, 2013 ALEC M JENSEN Site Address: LESLIE A JENSEN 353 MALAMUTE LN 2525 SW MOSSY BRAE RD WEST LINN, OR 970689353 PORT TOWNSEND WA, 98368 Parcel Number: 974600008 S-T-R: 8-29N-01W Total Acreage 8 Legal Description MOUNTAIN VIEW VISTA LOT 8 SUBJ/EASEMENTS Land Use: 9100 Flood District: Fire District: 1 Plannin Area: 5 Flood Map (FIRM)Panel No: School District 50 Zoning ( :;? \ 1 � COMP PLAN 1 DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [/] Plot plan states "property line" f/ ] Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) VI[/ � Legal Access to Property NO [/� Parcel Tags or Scanned Documents YES O [ ] ESA's: Special Reports Nearby YES 4 0 Designated Ag YES Vr Shoreline Designation: YES t� [�Shoreline Slope Stability: . NO 3 Z"t)o—Q Stream Type:YES NO Fish& Wildlife:YES 0 Wetlands: YES Rare Plants:YES CI Seismic: YES ii Landslide: YES Flood: YES Erosion: YES BOO Aquifer Recharge Area:YES 6D SIPZ: none At Risk High Risk Coastal CMZ: no High Risk Moderate RiskDisconnected CMZ Stormwater plan site lan submitted: YesNo ..'C./At -) [z Forest Lands: YES 0 Adjoining Forest Lands: Commercial/ Rural/ Inholding [/] Mineral Lands: YES vl Agricultural Lands: YES �'i [/ Archaeology: YES /0 y J Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering J Notice Provisions/Disclosure:Airport YES No MRL YES o Forest Lands YES rro Landscaping Required: Yes o Parking Spaces Required NO 2 Other F 1 Building Height: 35' UBC lard 1 • I �] Impervious Surface covera ercentage: 3 %, Resource Lands&Public: 100/0W Rural Residential: 25% Rural Indusill Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only X ] Total Building (s) Size: o2i RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,00 SF All others:subject to septic&water constraints/None specified [7]' Setbacks: i t: lO Left Side: 5 Right Side_�j Rear: Cj Shoreline Setback: LSHA Setback: J Road Classification: r Y _____• _ - e Road Approach: EXISTIN OT REQ'D RAP [v] SEPA Required: YES : •EMPT lood Certificate: Existing Case(s) & ition(s): Violations: Yes \f_ [ Recorded Date of Subdivision: .4°4 3(� AFN tru a`'`'i 4I `I�'S��Over 5yrs=UDC / Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance i.---1— Lots/Require Declaration of Restrictive Covenant YJi O submitted: YES NO [,-j— UGA No Protest Agreement YES NO, submitted: YES dap Site Visit conducted YES [Require Final Zoning Approval YES. NC TO ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 974600008 1.) Custom Warning Flag NOTIFY THE CITY ON ALL PERMITS. CONTACT THE 05/24/2005 CITY WATER QUALITY DEPT AT 360-379-5001 OR CITY DEPT. OF PUBLIC WORKS AT 360-385-7212. Cases Associated with APN 974600008 Cases Name Review Type Status Planner ADR12-00056 JENSEN F Application Received: 8/1/2012 Permit Issued/Case closed: Case Finaled: 911 BLD13-00214 JENSEN P Application Received: 7/12/2013 Permit Issued/Case closed: Case Finaled: New SFR -shop below SFR above EXM96-00019 BMW INVESTMENTS, INC F M GREWELL Application Received: 4/4/1996 Permit Issued/Case closed: 4/24/1996 Case Finaled: 4/24/1996 To move a boundary line to create a more conforming buildable lot. M LA02-00559 BLD02-00633 MLA02-00559 MCHUGH F M FARFAN Application Received: 10/25/2002 Permit Issued/Case closed: 10/30/2002 Case Finaled: 10/30/2002 Stormwater Management Permit OTH04-00020 MALAMUTE ASSOCIATES LLC F Application Received: 1/6/2005 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUATION OTH04-00023 MALAMUTE ASSOCIATES LLC F Application Received: 2/7/2005 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUATION - IAX 5 OTH04-00024 MALAMUTE ASSOCIATES LLC F Application Received: 2/7/2005 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUATION - IAX 4 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/12/2013 Page 2 of 3 FPA0216436 • BMW INVESTMENTS INC F M GREWELL Application Received: 6/21/1996 Permit Issued/Case closed: Case Finaled: 5/28/1998 a Class IV General permit on 83 acres with the intent to divide the parcel into 14 lots; lot sizes will range trom 2.82 acres to 8.31 acres. OTH96-00101 BMW INVESTMENTS INC F Application Received: 5/15/1996 Permit Issued/Case closed: 7/8/1997 Case Finaled: 7/8/1997 to divide an 80 acre parcel into 14 lots. PRE95-00026 INVESTMENTS C M GREWELL Application Received: 11/15/1995 Permit Issued/Case closed: Case Finaled: 3 lot short plat. PRE96-00004 BMW INVESTMENTS INC F M GREWELL Application Received: 3/7/1996 Permit Issued/Case closed: 3/14/1996 Case Finaled: to divide an 80 acre parcel into 15 lots. SUB96-00007 BMW INVESTMENTS INC F M GREWELL Application Received: 5/15/1996 Permit Issued/Case closed: 5/21/1998 Case Finaled: 5/18/2005 to divide approximately 81 acres into 14 lots; lot sizes will range from 3.25 acres to 8.67 acres. The review will include forest practice application FPA02-16436, a Class IV General application. SEP08-00149 WEBER C Application Received: 7/11/2008 Permit Issued/Case closed: 8/25/2008 Case Finaled: now filed w/ SEP13-53 SEP13-00055 JENSEN A Application Received: 5/2/2013 Permit Issued/Case closed: 6/20/2013 Case Finaled: SEP08-149 EXPIRED I-ILED HERE USR04-00039 BMW INVESTMENTS LLC D Application Received: 5/25/2004 Permit Issued/Case closed: 5/10/2005 Case Finaled: 6/6/07#AKS963, well located on lot 12'?, very close to USR05-40 on lot 11? 6/27/05 PRIOR TO BUILDING PERMIT APPROVAL VERIFY location of well and THAT WELL SETBACKS AREAS REQUIRED ON PLAT APPROVAL(MOUNTAIN VIEW VISTA) OR EASEMENTS ARE INTACT ACCORDINGLY. SP USR05-00041 MASSEY D Application Received: 5/24/2005 Permit Issued/Case closed: 6/6/2007 Case Finaled: 6/6/07, #AHR313, have been informed that this well is located on 9 following a survey. Must have well log corrected prior to approval. 6/27/05 WELL SITE MUST BE 100' FROM ALL PROP. BOUNDARIES OR EASEMENT ON ADJOINING PARCELS REQUIRED PRIOR TO APPROVAL OF BUILDING PERMIT APPLICATION. SP Lot 8, of subdivision, located off Hwy 20,just before anderson lake rd headed to sequim. XMP96-00015 BMW INVESTMENTS, INC A D THOMASON Application Received: 4/10/1996 Permit Issued/Case closed: 4/11/1996 Case Finaled: the establishment of a driveway to serve a lot which currently has no access. It is expected that a single family residence will be constructed in the future. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/12/2013 Page 3 of 3 I w • °N ° � JEFFERSON COUNTY 4 140 6,.. DEPARTMENT OF COMMUNITY DEVELOPMENT 4G . , , 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax �� rING http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: MALAMUTE LANE SHOP/ADU DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel 1.741 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 336,031 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures 6,000 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 1,400 sq/ft Circle: Yes 0 Well,utilities,etc. sq/ft ` Does the project convert 21/2 acres or more of native vegetation to pasture? Driveway,parking, roads,etc. 555 sq/ft Circle: Yes 0 Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 1,62Gi sq/ft Cut-75 GU/YD Fill (cu/yd) [over] stormwater talc worksheet—REV.2/20/2008 • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 2,665 sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc 1,62c1 sq/ft Driveway,parking, roads,etc 5,667 sq/ft Other sq/ft Other sq/ft Total New 4,2Q4' sq/ft Total Existing ,667 sq/ft TOTAL NEW+TOTAL EXISTING* cl,g61 sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 3 oio Does the site have 35%or more of existing impervious surface? Circle: Yes NO FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices(BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 01-10-13 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) 7,Z; x stormwater calc worksheet—REV.2/20/2008 2 1 1 1 1 1 1 I I III 1 1 0 1 1 1 1 1 1 0 498362 Jeffsrlon<o.pL WA nALAwTE ASSOCIATES LPLAT NE ON.SEA Mountain View Vista A Long Plat Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington SEE SHEET 5 5D w "c 1 / B-NORTH / ✓ j 1 /.. R-123.00 ,,10 ? I 0.125.55 ` - - 5:..�. - / LOT 5 0_5e2903 �3z� �, \ /\ ti,` l5 � S L4 ./ � t,k / / I/Jr, it z • / ! /,dry$ p% /' / cro 'V/ I 1' �� 1 1 y cJ 1 \. \ U.`t'/' xo I '\ � / 3 1 X, /N5T05'19" ,.` C. • 1 / Jd�� 1 R-559,97 WETLAND L-120.16 0 too 200 ro� LOT 4 I 1 n=lznsr k> B-SOUTH O T4 'lv u �y`''• / ' w /1 4,76.p2 R.559.97 SCALE IN FEET ! h 9 ?y e� '`5T�5.25 \ /L-64.47• N / . S83'34.JE 790.84 I 7 r y \ C / G-o6 JS'Il• I 1 ' 6765 Y 722.99 o J \ 7 • CO� n L2 `� A� ``� \•L \ N18'26'481Y I m4. w ,i ' v ..� •�\ 128.23 R.1 1.39.9.5 cz �`,`� LOT 9 \ L=299.14 �``Y>< _ 25 169.69 `` 'W • ,/ 5813471E 676,5`� ! I 295.15 1,......<Z N1%'26'481V BS.SI / 5003a LB y ILOT 2 I\5\ WETLAND A o8 nJ \ •\ J/ 1 1%'�/Jp S83'J4IJ , / E 649.N `\ \.._..\ $76'2.'19•,R. - 013 N •* ,� \\ ._ -. L9 1a•I h ' Li LOT 1 j�_.__,`�5 \ ,,,, L/4•?^ �y ' � •L•• N n y _., NOt'B7'0s'/ ' I i 62.94 30.00`r S 894135"E 280.00 N89.43:75'W 70727 ` .� 5 69'43'75"E y�l} 14 I -125,04 N89,0'3516 738.81 / 249.00 C76 ,..„J- N89.43...1511, C/5 h EGRESS AND FOR UT J LIS I PURPOSES BENEFITING h ,.'4 TAX LOT 901084009 C26 I A 2/ tr^ S+ I6 P 4 [p, L 1 ' P R=75.00 L.101.42 C17 o=7728'S8- LOT /4 130 I MALAMUTE LANE CL CURIE TABLE MALAMUTE LAME LINE TABLE CURVE DELTA RADIUS LENGTH LIE BEARING DISTANCE 019 15'02'08' 110993 291.17 Liz N17.51'33E 229.02 LEGEND 020 18'41.45' 521.97 170.32 L 18 632'53'41T 200.I7 021 552903' 92.99 94.92 519 6114'1156E 32.39 C22 54'1939' 63.00 59.74 020 N7240'59E, 5349 ® DENOTES 5/8"REBAR WITH PLASTIC SURVEY CAP STAMPED 023 34'32'34' 529.97 379.51 L21 5575971E 27798 Il7iniuiuu..\\\\\\\\\\\,1 NT/-ANDERSON PLS 27665"AND PLASTIC GUARD STAKE C24 21'4355' 279.98 706.20 _L22 51662648E 193.73 ` \ /i C25 07.4241' 500.00 6729 L23 NO.Tn'08E 173.35 0.1.AWn 5 026 21'29'58' 89.45 35.13 -124 510.59'491V 49.71 - O DENOTES 5/8-INCH REBAR WITH PLASTIC SURVEY CAP STAMPED B NTI-BROWN 18014"P£R VOLUME 7 OF SURVEYS, PACE 187 CURVF TABLE LINE TABLE 7 CI-GIB SEE SHEET 4 u-126 SEE SHEET 4 A A DENOTES 1-INCH CONDUIT WITH CROWN ZELLERBACH BRASS CAP ,/•1 SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 0 .506 - E%PI91S 000 /� SUB96-0007 - wr..-i ra1P,... 1Ih\\\\\\\\\\//////xxAsvIll\ �. 41^I0^I9.0I8761641 ,91 NN4040r wl^.7 Sheet 8 of 8 "', ©NORTHWESTERN TERRITORIES 2903 SCALE: AS SHOWN 10410 01/20/2094 j.'� NORTHWESTERN TERRITORIES, INC. MAWN 6Y: OCT �, Mountain View Vista D, PLAT GHECNEO BY:N/A VIE ,o.90sr.-Land 5'A'W'7"'n-Geologists a Long P/at Subdivision II FINAL REMEW!AAA •� Construction NRectfoo-W1eAW Testing .7 SHEET 8 OF 5 NT I 717 SOUTH PEABODY,PORT ANGELES.WASHINGTON 98972,080 452-8441 www.n54V.com for: Malamute Associates L.L.C. 08(296-1w) i II II I I 11 II IA All II II I 498362 ..//arson Cowls.WA MOM..61.4116 %i 60 A Mountain View Vista A Long P/at Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington SEE SHEET 6 WE7UND-+J25�.`.-. -.•.`.•.\ 'ice, I BUFFER \ JO-FOOT UTILITY EASEMENT`7��II 00 ) !-20257 Z952w.O� `/ D\ '` 8515,26,489'4 WATERLINE PPER AFN 266J'J / Sw W' \23 II��,,y Ba7.39 \ ' WETLAND A CB C13 1 1 `••• _ I it 30-FOOT EASEMENT FOR a •� �,' •••5762•'19'8 .L1J 06 II.�I PURPOSES PER VOLUME 7 OF .20'3'3'. 6,y.38••s •-• O I SURVEYS.PAGE 187•\ ,.: - \ i..'.'L4 WI III , ZOT 11 0 m 7� u4 II o WETLAND _ / BUFFER ��I L. JIB I a NOI07'05"E Q. <iQ. J0.00 S 89'4335"E 280.00 0' f� /I 0 i$ �/ju h� S 89'4335'E C9 14 016 I , 1489'473591'0 836.10 n 249.00 C/H C15 I ' —� W / r� EASEMENT FOR INGRESS.L76 l EGRESS AND UTILITY L15 1/ 144 PURPOSES BENEFITING c 1 S i TAX LOT 901084009 y,xe / O1 143 0 g� e i s�C(p 5,py C16> 5485221 s,„ / f VIA\...,..., 6 I / A N ) N73'48 29 9Vi B ° ZOT 14 077 0 46.33 %/ �. L. a TRfCT L A' ,3 --_-_ / ;11 N89-22'77-01 591.24 EASEMENT FOR INGRESS. , ' EGRESS AND UTILITY PURPOSES BENEFITING LOTS 12 AND 13 / v, I I 8H w I// 9162.9. 0 In / 0 0z / .. 0 2 / II ry /T V W T 13 e LO Jii '7 !/i h. 0,/ / _ N89.22'131, 468.36 a/ 7s N89'22'IJ9V 670.48 437.54 BI / I - 1 J. - I I N89.2N89.2.2.1.31,7' 177.35-:1 SUBJECT TO: a/ I I I i EXISTING CLALLAM COUNTY ■ P.U.D.POWER TRANSMISSION / l 1 LINE PER VOLUME 7 OF 1 SURVEYS.PAGE 187 I// W NOTES 1 W 8. SEE SHEET 2 FOR NOTICE TO POTENTIAL PURCHASERS. ti ti �K pU LEGEND Z o N U c, O DENOTES 5/8"ROAR WITH PLASTIC SURVEY CAP STAMPED v2 O i 7371-ANDERSON PLS 27665"AND PLASTIC GUARD STAKE 3 O DENOTES 5/6-INCH REBAR WITH PL0.S17C SURVEY CAP STAMPED \pi]]]]i i7]7NGUNs s s..s M,, -N17-BROWN 18014"PER VOLUME 7 OF SURVEYS, PAGE 187 t. ,o,J.A,p, i 0 100 200 • DENOTES 1-INCH CONDUIT WITH CROWN ZELL£RBACH BRASS CAP L �O�e a B ,,& i SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 C ] y` Z i SCALE IN FEET A 0 SEPTIC TEST PITS I !\ i _ r AFN JEFFERSON COUNTY AUDITORS FILE NUMBER ' 7E6e5`0C �'• UNE TABLE De • ../0F LI-L 16 SEE SHEET s 6:XPBU30S/03NO CURVE TABLE SUB96-0007 - ..•U 5I jI05I'.m. P,9"��bSSSS,,,,,,],],AI,. CI-0I8 SEE SHE 4 Sheet 7 of 8 Z ela 0rwwq:OAPA00\066'�0/26\08\M4A6o011WU0s0,_PATL60 MORNIVESIERN TERRITORIES 200.1 SCALE AS SHOWY I DATE: 01/20/2004 esue NORTHWESTERN TERRITORIES, INC. �;A. DRAWN BY PCP G, Mountain View Vista PUT CHECKED BY:N/A �e Engineers-Land Surveyors-Geokg616 a Long P/at Subdivision FINAL RENEW.MJA •1 Con6000BPn b>9Pficfbn•A416A66 Ta6W9 SHEET 7 OF 6 N TI 75 EOM PEABODY.PORT NIMES 849145118 9R]62(350(452 591 www.neui.o.c,I.l for: Malamute Associates L.L.C. 06(29N-7W9 • 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 11498362 Jefor,m County,AA NPLAMRE P666CIP7E5 ..Olei 86.00 N Mountain View Vista A Long P/at Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington N8B'30'I2"E 1976.32 /I Ned'Sa'rz"E r74.D3_� e 6- I31.85 • 688'30'72 E I 594.53 } 604.94 "`1 N88'30'f2"E 369.04 1 Nh � D ., '\ ,��, 0 N ,/ vie i WErlAN6 ( 1 "0' oo 1 / 3'� BUFFER , f .� 1� �\ LOT 7 , 11/ 4'u "gin 0 \ Cl i ....a F, h ,/ 1`'`•\ sxen eg1 0T �// 115553 'c.'1 r /—' wEn wD LOT 8 I ,�WETLAND h � BUFFER 91 132 Rg 0 Oe B-NORTH d' , (.. IF I , ry �Jij 0 \ / / :v \ , ,,, j C m i 1/I LOT 9 '172.- F.. L6 \ 'Bj'k / I'.v, 5.045 /I \ _ 0 7�`2.. 0 / I I j;e 111 0+ WI j '2'1' '1' 4) I i 1 i/ / 2 \ 1/ JO ' 589•33'13'W 1 517 (,) \ s 45.00 ` l 0 0. /},B\ 589'55'15"W 8 V9 _ Li '' 04 \ .' R=559.97 1 ( ..8 619.71 (I l WETLAND L=120.18 b/ 1 0'5'9 u SEE SHEET 3� I \ p=12'17'47' i<h 1 1 'U' n '- B-SOUTH r 1 l'1 LI 436.02 h i'• R=559.97 25Y1 _ \ /L=61.17 / , sHage \ — -• ( C �/ d=06'33'17• I 756 Inn :,W// \ �. t\ fo 42 h� �I A / 0 . ./ N /` �'—� \. N18'26'48w 153(7 h "2l l LOT 10 i DUCT A�•�' �..\ •� Vf rz82J 565 O 1 '13' 'A, /e wEIWIO—+125 / -\ \ >\d I I I 0 BUFFER (� 30-FOOT UTILITY EASEMENT l/ Og 1 /g'u57T25 25"W / O\r NIB'16'48W FOR PORT TOWNSEND I / O 295.15 061 „\7 NIT. WATERLINE PER AFN 286343 1 / 1 65. L: "1 V• LS�F.L I 1 cr 0OW - /l I ,' l 847.39 125',\ WETLAND A C.8 c13 l N80'0871•E 11 t 1 I / n LOJ 30-FOOT EASEMENT FOR „y \ \ — 19w . I INGRESS,EGRESS AND UTILITY h \_ \ 576�6.}8 Os I l SURI£YS,SPAGE 187 VOLUME 7 OF 263 SEE SHEET 7 W NOTES v,w A SEE SHEET 2 FOR NOTICE TO POTENTIAL PURCHASERS. p i N LEGEND tiOq N U 2� • DENOTES 5/8' REBAR WITH PLASTIC SURVEY CAP STAMPED h O NTI–ANDERSON PLS 27665'AND PLASTIC GUARD STAKE Te O DENOTES 5/8–INCH REBAR WITH PLASTIC SURVEY CAP STAMPED p7i�77777i i^��`��"���"Mi "ND-BROWN 18014'PER VOLUME 7 OF SURVEYS, PAGE 787 ,L.Ap` /� 0 100 200 O M� • DENOTES 1–INCH CONDUIT WITH CROWN ZELLERBACH BRASS CAP •Z � ed APR 4JQ SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 4 t, M 4 4 SCALE IN FEET '0 SEPTIC TEST PITS i AFN JEFFERSON COUNTY AUDITOR'S FILE NUMBER 'Aef*<'a1gTE0.e-gyp ; LINE TABLE /OW�p S ` L1-L16 SEE SHEET 4 I;\PNbX 6N tAN 0/05 5 CURVE TABLE SUB96-0007 00060A.=. 161...................../.7...iI1' cr-c1B SEE SHEET 4 6:RA60\.610,20\08V6NAnw"'66-66.°'6,6,6.6 Sheet 6 of 8 `0 ©NORTHWESTERN TERRITORIES 2663 SCALE: AS SHOWN IoATE:01/20/2004 j''" NORTHWESTERN TERRITORIES, INC. w GAWK BT: DOT Mountain View Vista PLAT CHECKED 8Y:N/ �1 Engagers•Lard Surge oa4-Geologists a Long Plat Subdivision FlNAL RENEW WA •' Construction Inspection-WlsPlsls Tsanno Long .. SHEET 6 Of 8 NT I Ti)SOUTH PEABODY,PORT ANGELES,WASHINGTON 98362./3601452-9491 Ww.nEMU.00m for: Malamute Associates L.L.C. 08' -lwL • S III 1 1 1 1 1 1 1 1 III 11 1111 II 498362 J4f farmer,County,NA MALAMUTE ASSOCIATES LPLAT SS.00 Mountain View Vista A Long P/at Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington l N88.30'12"E 1 1976.32 -y - -/ -- 253.78 9.0,x3 50494 /"\ \ 1 UFFER /� \ \ 1 / 109.94 Sx t 71 / / ti 2 LOT 6 WETLAND I C/ \ \•:s"21'x, sAe BUFFER \ £ \/- T\. '\ \\. LOT 7 sv W R=18/4.i3 I \I L=266.93 `1, I 50 by-\ 8=0.5'26'0011' , $ i I \�\�2 � 1 11 ti 9�,. l mA \ . WETLAND Imo- D t _ 7 0 >O 172 o �� B }0• crI 8-NORTH b� i O O R=123.00 ,1L1 N `. i '�. 0 2 ' 1=123.53 2 LOT 5 =SB'19'03 ',, 9• \ / i 50 0 100 200 ,, ° / I ,..7�•�� / leeil ' CIO 1.1 I I- - c1 \ i SCALE IN FEET / C3 / \ sHN A. C. N5706'1911/ S../ 60.00 _� ` 0 \\ / / R=558,9] T LOT-1 ( WETLAND L=izD.re r I .L? / As7 B-SOUTH \ e'iz•nv7• y• 0 .h'6 y.'� / 436.02 �\ y M1 // �'iti/g5 / 525" _ N 583 4'3[ 390.64 I / ` 5771 1 ` �'C 4]J Cr / 6783 , 12299 0' \.J � /x/ c1 ` „� 50 `\ \tt�z \ i �^_\-���\ / \ N 1 - ,, R=1139.93 / C2 �t1�>:. LOT 3 '.\ \ -, L=299.14 m v I 8=15'02'08• // \` wETUNO-+1� ,\ t7.,p 'r'FASENENT FOR INGRESS, BUFFER 16969 6765 tit EGRESS AND UTILITY PURPOSES \ / u 25'257W .1 78\f. s8.3-34.2,1. 0 A - •0 5•295.15 *AP., - / C. ..� 300.3{ LB 0 7 w. $ Cl I ,..�O' ILOT Z 125\. WETLAND A CB ; \ \ 150 JO/ SB3'317J193'3423"E .1 rll T . . q 649.54 \ \"-" y6•I9w I XT . f/ •\-.._ . 57 263.' A d/ \ D A �u lJ /\ \�.� 0 I1. ,q .R SIeW LOT 1 WETAD! ` \tib 09 i� 1n h /nom y�� BUFFER \• L. f p ' In h Q 62.9( 501'07`'05 0 \._ g 3000 \F 5 89'13'35"E 280.00 889.4.0251P 707.27 gi 5 89.43-35"E L9 I} 889'43'3554 738.81 1 N9.00 C1B ' .':X1/0:.:: I EGRESS NAND UNITY L J6 :::h�..: PURPOSES BENEFITING :. '.��0.� / TAX LOT 901084009 UNE TABLE L1-L16 SEE SHEET 4 WAVE WILE LEGEND 01-018 SEE SHEET 4 • DENOTES 5/B"REBAR WITH PLASTIC SURVEY CAP STAMPED "NTT-ANDERSON PLS 27665"AND PLASTIC GUARD STAKE \JT�///////���\�\\\ ���Atly 0 DENOTES 5/8.-INCH REBAR WITH PLASTIC SURVEY CAP STAMPED NOTES �vv,1.AArb 4 NT/-BROWN 78014"PER VOLUME 7 OF SURVEYS, PAGE 187 5. SEE NOTE 12, SHEET 2 FOR WELAND DELINEATION INFORMATION ` �4 ., Q DENOTES 1-INCH CONDUIT WITH CROWN ZELLERBACH BRASS CAP 6. SEE SHEET 2 FOR NOTICE TO POTENTIAL PURCHASERS. rp• ./ SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 / ` ¢ SEPTIC TEST PITS o area i ' AFN JEFFERSON COUNTY AUDITOR'S FILE NUMBER 5105/ a0. ' w1S6,NA SUB96-0007 1Y..........,,,,,,,,,,,,,,IY C PAOOWOVW129\06trrA pwro.91 ..r ©AIDRIMYESIERN TERWRUWE51D0.1 Sheet 5 of 8 -v SCALE: ASSHDWN IDAM 01/20/2004 j.'' NORTHWESTERN TERRITORIES, INC. Mountain View Vista s CRAM Br OCT o. $ -PUT CHECKED El,N% 1. a Long P/at Subdivision WIC FINAL RENEW.ANA SHEET 5 OF 8 NT II 717 SOUTH PEABODY.PORT ANGELES,WASHINGTON 99352.(360/462-9491 www.1914u.com for: Malamute Associates L.L.C. 08(19,4-lw) • • II II I I I III III III II I I II 98362 nN J•II•r•on Count r,4P MALAMUTE...MATES LPIAT 86.00 Mountain View Vista A Long Plat Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington SEE SHEET 5 I 600. ,06 � : N'E AND V510'A L I1 WETLAND _ Imo-4UfFER ,,, SNe]1..057• e (cn / B-NORTH b°0 . J 1 ` j[ 1.R-113.00 0. ?•� �.. L-12sss L1 �.._ I * LOT 5 n-se29 03 ,/ "?.?„,.4',.. \ C4 'o \ N `' 1 , , i •LII r 10 /...] ys�s9• , ' ' :,..!O.7' l40 t0 LB`\ :'B?i- 7 (i'h �i *04 I 50 m I CIO / CJ 10 I I c1 / q I \' p G6 / 3 X 1N3r06'7916 / N570 i.;0° 0 \ R-559.97 • I = -WETLAND L-120.18 ti'// LOT 4 \ o-1157.1 0 100 200 M,�, `> ��••� �Ili 7: B-SOUTH I I 01 O ,' 4`'x'6, / w '.� \ R-559.97 SCALE IN FEET N �4 / 4."3/t• 7 �.., '53 s6J•J+•J5 I _ _ J� 6765 � 19°.64 ,�' ^. /' �` 12299 ,,\ / Uj / s. �\5° / e ;z -'' / N1E26.ew m4- o .-\�•� I 126.23 R-1139.97 C2 N LOT 8\ A - \ z L-299.1+ �\`'; �`�'' WETLAND-426 5,1502'08- / �, BUFFER \. \, 169.69 \ BUFFER FOR WGRESS, •\ A '82.74?3 E, 6765,`EGRESS AND UTILITY PURPOSES p ( I B 57 295�-, 0. \ o\;• J516Y81V•9 11 I / 300.34 L8 / N Cl ( v.--P' - \ m ' l LOT 2 125'\. . C13 \ WETLAND A ca �� �J3'7J5 v 1 Pr So _ L L1J \ / 649.54 \ \.. 5761•1'- I " ' , LI LOT / NEIIANOi`_.��.\1b' \ L1, .Oj A�" /�Q BUFFER ''A L Ip I 62.94" /c N01'07'05"E .... OAOA 30,00` S 8543'35'-E 280.00 089'43'35x' 707.27 `! h S 89143'55'•E C9 + 04 14 / h 1250+ 089'47'3514 778.81 r 249.00 CIS I\ CIB . :. SOUTHERLY LINE OF VACATED EASEMENT FOR INGRESS,L 16 WOODMAN ADDITION PER VOL.1 - .,::0],:.•• I EASEMENT FOR INGRESS, LIS EGRESS AND URLRY OF PLATS,PAGE 114 EGRESS AND UTILITY !w ::',, • PURPOSES,SEE SHEET 2 = PURPOSES C` we 'N ��r ",i S'aN�: ` 76 LN i EASEMENT FOR STORMWATER 4 W ��iy PURPOSES SEE SHEET 1 �n o ':: R-75.00 0 9)4 `^T I L-101.+2 ` 'a o! �7na5e' z e LOT 14 Cl7 0 N"-/OETfNnON(// .7i( NORTH LINE OF PIE SOUTH I/2 OF THE JO 11 POND I ( 'SOUTH 660 FEET OF GOVERNMENT LOT 3 EASEMENT FOR INGRESS,�` L- 089'2 2"13"W 748.37 EGRESS AND UTILITY PURPOSES ' N89.12.13"W 910.17 --) BENEFmNG LOTS 12 AND IJ LINE TABLE CURVE TABLE NOTES LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH LI NI75I'JJ5 219.55 CI 094946' 107954 18527 4. SEE NOTE 12, SHEET 2 FOR WELANO DELINEATION INFORMATION. L2 N5253'4/E 64.39 C2 0512'22" 1079.9+ 98.13 LJ 03253.475 135.78 CJ 18.47.45' 551.97 78(117 L4 014'11565 32.39 C4 5529'03' 6300 64.J/ LEGEND 15 072'40'595 53.49 C5 54'19'39' 33.00 31.29 L6 55759.11E 27798 C6 19.37.50' 499.97 171.30 L7 51526'485 92.11 c7 145444' 499.97 130 13 • DENOTES 5/8"R£BAR WITH PLASTIC SURVEY CAP STAMPED L8 5152548£ 101.62 C8 21.43.55' 249.99 94.82 \IN 7777777i7ii.\�����,\,\�IT� NO-ANDERSON PLS 27665"AND PLASTIC GUARD STAKE 39 NOT77'085 773.35 59 03.36'50' 469.97 29.6, "Q u0 571+D•s9'W +6.32 CPO 18'41•13' 491.97 160.37 .,,,if yo-0 14.4;F.p i O DENOTES 5/8-INCH REBAR WITH PLASTIC SURVEY CAP STAMPED LII 514.1156x1 32.39 C11 54.19'.39' 93.00 8818 4 S L12 57240'59x' 777 Cl2 15.39'01' 559.97 13296 , y}A 2 NTl-BROWN 18014'PER VOLUME 7 OF SURVEYS, PAGE 187 L 1J NO3'17'08" 2514 513 21.4555' 309.98 11757 1 A( v, NO3'n'08E 14822 CIA 025140' 529.97 16.46 / ..' ,/' A DENOTES 1-INCH CONDUIT WITH CROWN ZELL£RBACH BRASS CAP SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 ,� L15 NIP59'495 36.63 CIS 04.51.01' 529.97 44.86 •$ �TN05 O L16 510'59'49•W 28.69 C76 82'78118' 59.99 86.18 - 4'07358.9 : tp0 SEPTIC TEST PITS C17 2110655' 59.99 22733 i C18 04•0.5'51' 46997 3367 7 4 AFN JEFFERSON COUNTY AUDITOR'S FILE NUMBER 9A 0 19119 P.m. EXPIRES MOWN y/mil': Sue96-0007 0 NO:F.,W,�,9N0TERaTm,.2003, P,�A,9 0 NORTNNE3IERA/TERAITORIESZ00.3 Sheet 4 of 8 s SCALE: A5 sHONb DATE °1/20/2094- 4�'' NORTHWESTERN TERRITORIES, INC. - DRAM 131% OCT �,� Mountain View Vista PLAT d1ECKE0 BY:N/A EY➢tasM-LSOd'SUMP..-6.dop.l. • m■ V1i C9N6uclkH lowcBOn-Wl.1.M Totting a Long Plat Subdivision FINAL RENEW:WA SHEET 4 OF 8 NT I 717 SOUTH PEABODY,PORT ANGELES,WASWNGTON 90362,(MD 451-0491 AnnAn64u.c9m for: Malamute Associates L.L.C. 08/'29N-1W) • III II 11 I I 1 1111 1111 1111 1111111 1149836. Jeforacr County,WA 881.8508 8850CIATES LPLAT 85 Be Mountain View Vista A Long P/at Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington ' ll( / 6 ��FOUND 4-INCH X ill I 4-INCH CONCRETE (/ 8 MONUMENT WITH I LEAD AND TACK / I T �I� I wiry!� / VOLUME I OF LARGE LOT SUBDIVISION,PAGE 69 ll/ I !V1p VOLUME 2 OF SURVEYS.PAGE 160 I/ p N88'30'12"E 1976.32 I I I 1 - 19368 '.03 '41i.% so 109.94'57 E LOT G6 1/ {,jOT 7 /II /I / N. • // h 1 R=2814.83 / '' '\ 1 I L=266,93 ( P '\ I I/ u 0=5'26'OO" \� / LOT 8 I e-AnRTH. • 7,71 AC Discovery Bay I •c••'. ( I LOT \ / ,Z VOLUME 14 OF /' 1 1 I i l LOT 9 ....SURVEYS,PAGE 106 ,5O / `\ A I /1 6.66 AC O' I FOR SHEET NTERIJNE r / ( I N 1 ( o DETAILS 1 1.y...\.,\._ N ■ 589'55'15" III _ 8 Y — — _ — I \. 45.00 ,� — LOT 4 ,yY 3.07 AC/�/l �'L1-SOUTH• \ PORT TOWNSFND GRAV/1Y / I 58933'13'3Vr FOUND 1-1/2-INCH 0 ' / / WATER WORKS RIGHT OF 619.71 IRON PIPE PER N y, ( 1 „ ,./,... WAY PER APR 226386 -' I R SOU ?PAGE 53 °° /''-�. y Ill LOT 10 LODTA3�� /• �� I I 6.50 AC TRACT V''. 301'23'53"W I:1 I / \1. •`�,, 195.00 N74'15'S1"E I ��/ . ¢Aon / L. /� 201.24 8.10 AC VOLUME 9 OF •� h SURVEYS,PAGE 201 ° 207 2 1•i'' WETLAND A l l/ n . 4 30 �a� LOT > -:,,,�' I I LOT S yA: 1 3.]2 AC ill A / I 1 N89'43'35"W 643.60 / �r I SOUTHERLY LINE OF VACATED WOODMAN I VOLUME IS OF ADDMON PER VOL.2 OF PLATS,PAGE 114 /I SURVEYS.PAGE 149 ( LOT 1.7 ® ‘ �/I 342 Ac VOL.25 OF VOLUME 2 OF SURVEYS,PAGE 165 ?, m / SURVEYS.PG.32 ' Ill $u N89'22 13W 910.17 --1!u 3O-FOOT WOE UROtt I N 130 u� EASEMENT FOR PORT 286343 NO NORTH LINE OF THE SOUTH I/2 OF THE o WATERLINE PER AFN 286343 I SOUTH 660 FEET OF GOVERNMENT LOT 3 N p I E, 6T j '4 g Le A`4 I/ LOT S ' / /SE CORNER 1/ ., N89'22'73"W / GOVT LOT 3 1177.43 ,� ®" N89'22'13"W II 1316.19 VI W SHEET INDEX // SHEET 3 - TRACT A OPEN SPACE" l I &Cc SHEET 4 - LOTS 1 THROUGH 4 /I/ I I 8 z SHEET 5 -LOTS 5 AND 6 OV SHEET 6 -LOTS 7, 8, 9 AND 10 ' K SHEET 7 - LOTS 11. 12, 13 AND 14 I a SHEET 8 -MALAMUTE LANE Project Overview 2! NO Ei 3 1. THIS SURVEY IS BASED ON THE WASHINGTON COORDINATE SYSTEM OF 1927, NORTH ZONE. THE BASIS OF BEARING FOR THIS SURVEY IS 0 200 400 NO171'43"E ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 8 AS SHOWN IN VOLUME 7 OF SURVEYS, PAGE 187, RECORDS OF JEFFERSON COUNTY.ALL DISTANCES HAVE BEEN REDUCED TO SAID GRID SCALE IN FEET USING A COMBINED SCALE FACTOR OF 0.9999389 TO CONFORM WITH SAID SURVEY. TO OBTAIN GROUND DISTANCES MULTIPLY DISTANCES SHOWN HEREON BY 1.0000611. 2. THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHODS USING A LEGEND 3-SECOND THEODOLITE AND AN INFRARED DISTANCE MEASURING DEVICE II„,1,111 7 i..��..`AI WITH SOME DISTANCES MEASURED WITH A STEEL TAPE. �� I� 0 DENOTES 5/8-INCH REBAR WITH PLASTIC SURVEY CAP STAMPED G ,e,J.Aka 5 NTI-ANDERSON PLS 27665”AND PLASTIC GUARD STAKE 3 ALL LOTS WITHIN THIS LONG PLAT SUBDIVISION ARE SUBJECT TO AND qq,,�, ' BENEFIT FROM THE PROTECTIVE COVENANTS AND EASEMENTS DISCLOSED IN .p•: +,V9g. i ID DENOTES 5/8-INCH REBAR WITH PLASTIC SURVEY CAP STAMPED THE INSTRUMENT RECORDED UNDER JEFFERSON COUNTY AUDITOR'S FILE t ,,, y NTI-BROWN 18014"PER VOLUME 7 OF SURVEYS, PAGE 187 NUMBER 4f9636/AND SUBSEQUENT AMENDMENTS. ALL LOTS WITHIN 9. !-. M'/ THIS LONG PLAT SUBDIVISION ARE MEMBERS OF THE MOUNTAIN VIEW VISTA ■ L9 DENOTES 1-INCH CONDUIT WITH CROWN ZELLERBACH BRASS LOT OWNERS ASSOCIATION CREATED BY THE SAME INSTRUMENT. 'P6,1 Tgee° ' CAP SET IN CONCRETE PER VOLUME 2 OF SURVEYS, PAGE 160 { Oq 5/05 3 EXPIRES 05/050 SUB96—0007 N0 6,.2005 5I9:I9 012 '1A........-/....////////TI`S 1Y«NO cVEtT\RNeTERRITORI S 2004 ®NORTHWESTERN TERRITORIES 206. Sheet 3 o f 8 SCALE: AS SHOWN IDATE 01/20/2664 4'—'" NORTHWESTERN TERRITORIES, INC. •,yG.i Cr ORAW4 8Y: OCT G, Mountain View Vista PLAT CHECKED 86:N/A ,` &OwT�-Land Sump,.•Gd6WN a Long P/at Subdivision FINAL RENEW.ALA •I Gautructin MPKtln•Materials Totting Long 1E. SHEET J OF 8 NT 777 SOUTH PEABODY,PORT ANGELES,WASHINGTON 88382,(3M)452-8481 www.nti4u.com for: Malamute Associates L.L.C. 08(295-1W) • • IIII II II I I I I III III III 11111121W-NM lDl IDrwn County.NA .._NEJtE AEEOLI NIES LDLAT a.M Mountain View Vista A Long P/at Subdivision located in Section 08, Township 29 North, Range 1 West, W.M., Jefferson County, Washington DESCRIPTION NOTICE TO POTFM741 PlIRCHASFRS THOSE PORTIONS OF SECTION 8, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M., LYING 1.ADDRESSES SHALL BE APPLIED FOR AT THE TIME OF BUILDING PERMIT APPLICATION. EAST OF STATE ROUTE 20 DESCRIBED AS FOLLOWS: 2. THE LOTS, PARCELS, OR TRACTS CONTAINED WITHIN THIS SUBDIVISION WERE APPROVED BASED ON DESIGN STANDARDS AND REGULATORY REQUIREMENTS IN EFFECT AT THE TIME OF A) BEGINNING AT A POINT ON THE EAST BOUNDARY LINE OF SAID SECTION 8, 2042.2 FMN4L APPROVAL. SEWAGE DISPOSAL SYSTEMS HAVE NOT BEEN APPROVED FOR THE LOTS, FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 8; PARCELS, OR TRACTS CONTAINED WITHIN THE SUBDIVISION. ON-SITE SEWAGE DISPOSAL THENCE WEST, 2269.3 FEET TO MEANDER LINE; THENCE ALONG MEANDER LINE SOUTH 11' SYSTEMS SHALL MEET DESIGN STANDARDS AND REGULATORY REQUIREMENTS IN EFFECT AT WEST, 609.2 FEET TO THE SOUTHWEST CORNER OF GOVERNMENT LOT 2, IN SAID THE TIME OF APPLICATION FOR A SEWAGE DISPOSAL PERMIT. PURCHASER SHOULD CONTACT SECTION 8; THENCE EAST, 2387.2 FEET TO THE SECTION LINE; THENCE NORTH ALONG THE THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DEPARTMENT FOR PROCEDURES SECTION LINE 598 FEET TO THE PLACE OF BEGINNING; CONCERNING PERMIT APPLICATIONS. ANY REMOVAL OF OR MAJOR DISTURBANCES OF SOIL WITHIN THE PROPOSED DRAINFIELD AREAS MAY CREATE SITE CONDITIONS THAT ARE UNACCEPTABLE FOR THE INSTALLATION OF SEWAGE DISPOSAL SYSTEMS. B) THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; 3. THE LOTS, PARCELS OR TRACTS CONTAINED WITHIN THIS LONG SUBDIVISION HAVE NOT C) THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, BEEN PROVIDED WITH A POTABLE WATER SUPPLY NO BUILDING PERMIT WILL BE ISSUED BY EXCEPTING THEREFROM THE FOLLOWING TRIANGULAR TRACT IN THE NORTHWEST CORNER JEFFERSON COUNTY WITHOUT FIRST SATISFYING THE POTABLE WATER REQUIREMENTS THEREOF DEEDED TO THE CITY OF PORT TOWNSEND FOR WATERWORKS SYSTEMS RIGHT OF ESTABLISHED BY JEFFERSON COUNTY HEALTH DEPARTMENT. WAY AND DESCRIBED AS FOLLOWS: 4. WHEN DRILLED, WELLS SHALL NOT ENCUMBER ADJACENT PROPERTIES WITHOUT PRIOR BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST WRITTEN CONSENT OF THE ADJACENT LANDOWNER AND SHALL BE SERVED BY EASEMENTS QUARTER OF THE SOUTHEAST QUARTER; OF 100 FOOT RADIUS SURROUNDING THE WELL. THENCE EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 45 FEET, MORE OR LESS, TO A 5 A POTABLE WATER SOURCE IS NOT SUPPLIED TO ALL LOTS. POINT IN THE WESTERLY BOUNDARY LINE OF SAID CITY OF PORT TOWNSEND, GRAVITY WATERWORKS SYSTEM RIGHT OF WAY, 6. IF ANY STORMWATER IS DIRECTED ONTO STATE RIGHT-OF-WAY, DRAINAGE PLANS AND THENCE IN A SOUTHERLY DIRECTION ALONG SAID WESTERLY BOUNDARY LINE TO A POINT SUPPORTING CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO DOT IN THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE PRIOR TO ISSUANCE OF ANY BUILDING PERMITS. THE PLANS SWILL ADDRESS EROSION, SOUTHEAST QUARTER SAID SECTION 8; SEDIMENT CONTROL, AND STORMWATER RUNOFF MITIGATIONS AS OUTLINED IN THE WSDOT THENCE IN A NORTHERLY DIRECTION ALONG SAID WESTERLY LINE OF SAID NORTHEAST HIGHWAY RUNOFF MANUAL. QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER,A DISTANCE OF 195 FEET, MORE OR LESS TO THE POINT OF BEGINNING. 7.A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE PLAT BY SHANNON AND WILSON, DATED SEPTEMBER 1997 AND SUPPLEMENTED BY A REPORT DATED MARCH 16, D)BEGINNING AT THE NORTHWEST CORNER OF GOVERNMENT LOT 3, IN SAID SECTION 8; 2005. DEVELOPMENT OF THE PLAT SHALL BE CONDUCTED IN CONFORMANCE WITH THE THENCE EAST, 7320 FEET; THENCE SOUTH, 330 FEET; THENCE WEST, 1384.2 FEET TO THE RECOMMENDED CONDITIONS OF THE GEOTECHNICAL REPORTS WHICH HAS BEEN FILED WITH MEANDER LINE; THENCE ALONG SAID MEANDER LINE NORTH 11'EAST 336.8 FEET TO THE THE JEFFERSON COUNTY AUDITOR UNDER AUDITOR'S FILE NUMBER__212Z21_. PLACE OF BEG INNING; 8.ANY FURTHER SUBDIVISION OF THE LOTS WITHIN THIS PLAT WILL BE SUBJECT TO THE E) THE VACATED PLAT OF WOODMAN,ACCORDING TO PLAT RECORDED IN VOLUME 2 OF DENSITIES PERMITTED IN THE JEFFERSON COUNTY ORDINANCES AND CODES IN EFFECT AT PLATS, PAGE 114, RECORDS OF SAID COUNTY; TIME OF SUCH APPLICATION. THESE LOTS MAY OR MAY NOT BE FURTHER SUBDIVIDED IN THE FUTURE. EXCEPTING THEREFROM, BLOCK 9 OF SAID PLAT OF WOODMAN AND THE WESTERLY.30 9. APPROVAL OF THIS SUBDIV/S/ON DOES NOT CONSTITUTE APPROVAL OF BUILDING OR FEET OF WATER STREET,MORE C SAID BLOCK C 9,AS FOLLOWS.PLATTED, SAID SEWAGE DISPOSAL PERMITS ON EACH LOT PERMIT APPROVAL WILL BE SUBJECT TO EXCEPTED TRACT BEING MORE PARTICU(ARLY DESCRIBED AS FOLLOWS: BUILDING LOT PLANS, TYPE OF USE. CONTOURS,AND SOILS ON INDIVIDUAL LOTS. PERMITS BEGINNING AT A POINT WHERE THE SOUTHWEST CORNER OF SAID BLOCK 9 AS ORIGINALLY WILL BE REVIEWED IN ACCORDANCE WITH SITE CONDITIONS AND REGULATIONS EXISTING ON PLATTED INTERSECTS THE GOVERNMENT MEANDER LINE OF PORT DISCOVERY BAY; THE DATE THE PERMIT IS APPLIED FOR. THENCE EAST ALONG THE SOUTH LINE OF SAID BLOCK AND THE EASTERLY EXTENSION 10. LOTS 8, 9, 10, 11, 12& 13 ARE ADJOINING COMMERCIAL FOREST LANDS. RESOURCE THEREOF, 130 FEET; THENCE IN A NORTHEASTERLY DIRECTION ON A LINE PARALLEL TO PROTECTION SETBACKS SHALL BE MAINTAINED FROM THE EASTERN BOUNDARIES OF SAID THE EAST LINE OF SAID BLOCK 9, 362.5 FEET, TO THE NORTH LINE OF SAID PLAT OF LOTS. SETBACK REQUIREMENTS SHALL COMPLY WITH CURRENT STATE AND COUNTY CODES WOODMAN; THENCE WEST ALONG SAID NORTH LINE OF SAID PLAT, 130 FEET, MORE OR AND ORDINANCES LESS, TO THE GOVERNMENT MEANDER LINE; THENCE IN A SOUTHWESTERLY DIRECTION 77. JEFFERSON COUNTY HAS DETERMINED THAT THE USE OF REAL PROPERTY FOR ALONG THE GOVERNMENT MEANDER LINE TO THE PLACE OF BEGINNING; AGRICULTURE AND FORESTRY OPERATIONS IS A HIGH PRIORITY AND FAVORED USE IN THE EXCEPTING FROM ALL OF THE ABOVE DESCRIBED TRACTS THE FOLLOWING DESCRIBED COUNTY. THE COUNTY WILL NOT CONSIDER THIS USE TO BE A NUISANCE, INCONVENIENCES PROPERTY. OR DISCOMFORTS ARISING FROM SUCH OPERATIONS, IF SUCH OPERATIONS ARE CONSISTENT WITH COMMONLY ACCEPTED BEST MANAGEMENT PRACTICES IN COMPLIANCE WITH LOCAL, RIGHT OF WAY FOR CITY OF PORT TOWNSEND WATER LINE AS CONVEYED TO THE CITY OF STATE, AND FEDERAL LAWS. IF YOUR REAL PROPERTY INCLUDES OR IS WITHIN FIVE PORT TOWNSEND BY DEEDS RECORDED IN VOLUME 54 OF DEEDS, PAGES 594 AND 595 HUNDRED(500)FEET OF REAL PROPERTY DESIGNATED AS RURAL RESIDENTIAL 1.10 OR AND IN VOLUME 96 OF DEEDS, PAGE 293. 1:20, RURAL INDUSTRIAL, RURAL COMMERCIAL,AGRICULTURE, OR FORESTRY, YOU MAY BE SUBJECT TO INCONVENIENCES OR DISCOMFORTS ARISING FROM SUCH FARMING AND RIGHT OF WAY FOR HIGHWAY SR20 AS CONVEYED TO THE STATE OF WASHINGTON BY FORESTRY OPERATIONS, INCLUDING BUT NOT LIMITED TO NOISE, TREE REMOVAL, ODORS, DEEDS RECORDED IN VOLUME 1 OF WAIVERS, PAGE 339; VOLUME 1 OF WAIVERS, PAGE FLIES, FUMES, DUST, SMOKE, THE OPERATION OF FARM AND FORESTRY MACHINERY DURING 341 AND IN VOLUME 91 OF DEEDS, PAGE 524. ANY 24-HOUR PERIOD, THE STORAGE AND DISPOSAL OR MANURE,AND THE APPLICATION OF PERMITTED FERTILIZERS AND PERMITTED PESTICIDES. ONE OR MORE OF THESE SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. INCONVENIENCES MAY OCCUR AS A RESULT OF AGRICULTURAL AND FORESTRY OPERATIONS, SAID OPERATIONS BEING IN CONFORMANCE WITH EXISTING LAWS AND REGULATIONS. SEE DOCUMENT UNDER JEFFERSON TITLE COMPANY, INC., ORDER NO. 66687, DATED MARCH 16, 2005, AMENDED APRIL 28, 2005. 12.A WETLAND DELINEATION REPORT AND WETLAND MITIGATION REPORT PREPARED BY WESTECH COMPANY, PORT ANGELES WASHINGTON, DATED MARCH, 2005. FILED WITH TH JEFFERSON COUNTY AUDITOR UNDER AUDITOR'S FILE NUMBER 4977BO J-49/76/ EASEMENTS OF RECORD 13.ALL BUILDINGS CONSTRUCTION, DRIVEWAYS,AND PHYSICAL IMPROVEMENTS SHALL 7 - RECORDING NUMBER ¢776(7 :DECLARATION OF EASEMENT FOR STORMWATER COMPLY WITH THE APPROPRIATE JEFFERSON COUNTY CODES. SEE CC&R'S NOTED HEREON. CONSTRUCTION AND MAINTENANCE OSES. SEE DOCUMENT FOR DETAILS. 2 - RECORDING NUMBER f',7B/8 . DECLARATION OF RECIPROCAL EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES. SEE DOCUMENT FOR DETAILS ACKNOWLEDGMENT STATE OF WASHINGTON) ROAD MAINTENANCE AGREEMENT. COVENANTS AND RESTRICTION$ COUNTY 0 y� LOT OWNERS ARE SUBJECT TO THE REQUIREMENTS FOR MAINTENANCE OF THE ROAD, THE ON THIS4 Y OF/ 1 2005, BEFORE ME, A NOTARY PUBLIC IN AND FOR THE WETLANDS AND ASSOCIATED BUFFERS, THE OPEN SPACE-LOT TRACT A', AND THE STORMWATER STATE OF WASHINGTON, PE SONALLY APPEARED CHARLES L. TURNER, PERSONALLY KNOWN FACILITIES AS OUTLINED IN THE 'DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICT IONS" TO ME WHO PROVEN TO ME ON THE MAT ON SATISFACTORY THAT HER)WTO AS AUTHORIZED THE AS PER DOCUMENT FILE UNDER AUDITOR'S FILE NUMBER 4,8 36/ RECORDS OF PERSON WHE EXECUTED THIS INSTRUMENT ACKNOWLEDGED ON OATH STATED TPR PRHE ESIDENT WAS OF MARINER TO JEFFERSON COUNTY. EXECUTE TO TBE INSTRUMENT FREE AND AND VOLUNTARY ACT AND D AS A OF SAID MARINER OF MARIFOR BANK, TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID MARINER BANK FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. IN ADDITION LOT OWNERS ARE SUBJECT TO MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITY PER STORMWATER MANAGEMENT FACILITY MAINTENANCE AGREEMENT FILED UNDER AUDITOR'S FILE NUMBER 497439 RECORDS OF JEFFERSON COUNTY. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE DAY AND 0/".'""'""'^""""7..‘"41,, YEAR FIRST ABOVE WRITTEN QL J.AArb � ���,�,�_�� 2 NOTARY PUBLIC IN AND FOR THE STATE ,S, OF WASHINGTL A�,� L/1 i RESIDING AT I-UrLI-i , MY APPOINTM NT EXPIRES A •C E'� y •BOISTE3N'O PRINT NAME 6 I4 41 /I�M.7f S 5/05/,. I:V'IRl,05/050 � SU 9LJ-0007 �,+\ Ass 0i,IOW 3:ID:IS 012 / \ Orow, PROO\�EADI,DAL.A ,4.1,040,�, 1\.,,,,,,.,,,,,,,,,/„///1 Sheet 2 of 8 ©WORTHWESTEPI IERR,IORNS 2001 ki SCALE: AS 97'0. I DAM 07/20/2004 i” NORTHWESTERN TERRITORIES, INC. ,1o,. ORAN.N 831 OCT `, Mountain View Visto PLAT 011.05/0 8T:oc1 �.I Surveyors a Long P/at Subdivision .■ FINK RENEW AAA SHEET 2 OF 8 NT 1 717 SOUTH PEABODY,PORT ANGELES.WASHINGTON■8387,13801*52-8481 m.0N4u.com for: Malamute Associates L.L.C. 0829N-7w) • • Ilil ii III 11111 VIII VIII 1111111 1111 111498362. Jot I•r.on County,AI nnLIPUTE ASSOCIATES LPLAT A6 01 E3°. THE SURVEYED PARCEL AMY BE SUBJECT TO THIS LONG PLAT SUBDIVISION MAY DEPICT EXISTING FENCE EASEMENTS OR OTHER ENCUMBRANCES EITHER Mountain View Vista LINES AND OTHER OCCUPATIONAL INDICATORS IN ACCORDANCE RECORDED OR UNRECORDED NOT SHOWN HEREON WITH W.A.C.CHAPTER 332.130. THESE OCCUPATIONAL THIS SURVEY HAS NOT DETERMINED THE EXISTENCE (7 INDICATORS MAY INDICATE A POTENTIAL FOR CLAIMS OF OF ALL SUCH EASEMENTS OR ENCUMBRANCES OR A Long Plat Subdivision located in Section 08, UNWRITTEN TITLE LEGAL OWNERSHIP BASED UPON UNWRITTEN THEIR EFFECT ON THE SURVEYED PARCEL EXCEPT TITLE CLAIMS HAS NOT BEEN RESOLVED BY THIS SURVEY. AS SPECIFICALLY SHOWN HEREON Township 29 North, Range 1 West, W.M., THIS SURVEY WAS PERFORMED ACCORDING IY.AC. 332-I30-090 STANDARDS FOR LAND BOUNDARY SURVEYS. Jefferson County, Washington THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO MEET THE CURRENT"MINIMUM STANDARD DETAIL REQUIREMENTS'OR ACCURACY STANDARDS'FOR ALTA/ACSM LAND TIRE SURVEYS. OL'ERr N ALETA/ACCSM USE NER'S EXTENDED COVERAGE POLICY ISFS AN ''LV° .o '''''11? PROHIBITED CORAERS 412.40 APPROVALS O DIRECTOR OF PUBLIC WORKS CERTIFICATE ti I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS FINAL PLAT IS IN COMPLIANCE WITH THE 4' CERTIFICATE OF IMPROVEMENTS ISSUED PURSUANT TO THE JEFFERSON COUNTY SUBDIVISION ORDINANCE DISCOVERY BAY AND IS CONSISTENT WITH ALL APPLICABLE COUNTY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE D9 TE OF PRELIMINARY PLAT APPROVAL, PROJECT SITE THIS DAY OF 9.2113 I , 2005.• /1a•f�!�L �/LV O6Cr� III DIRECTOR, JEFFERSON NTY ANDERSON LAKE ROAD 0 DEPARTMENT OF PUBLIC WORKS A •'-T,. A • •,,,, A Ai •-„ A AIR TAR' RTIFI 'T I HEREBY CERTIFY THAT ON THIS 7M DAY OF AlAy 2005, THAT THIS FINAL PLAT IS IN VICINITY MAP SUBSTANTIAL CONFORMANCE WITH HE PRELIMINARY PLAT AND ANY CONDITIONS ATTACHED THERETO, WHICH NO SCALE PRELI NARY PLAT WAS APPROVED BY JEFFERSON COUNTY ON THE T,/A C545 OF., t"1PAY . 2045 DESCRIPTION , FOR LEGAL DESCRIPTION, SEE SHEET 2 . J'-- v , DIRECTOR, JEFFERSON�,�UNYY COMMUNITY DEVELOPMENT ARTMENT DECLARATION AND DEDICATION KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED OWNER IN ASSESSOR'S APPROVAI INTEREST OF THE LAND HEREIN DESCRIBED DECLARE THIS PLAT TO BE CREATED BY MY EXAMINED AND APPROVED THIS 9rt DAY OF /�Y 2005. FREE WILL AND CONSENT,' .f AND HEREBY GRANT TO THE LOT OWNERS MALAMUTE LANE,A PRIVATE ROAD, FOR THE PURPOSES OF INGRESS, EGRESS AND UTILITIES AS SHOWN FOR THE MUTUAL USE AND ENJOYMENT OF THE LOT OWNERS WITHIN THIS PLAT FOREVER; PERSON COUNTY ASSESSOR AND ALSO HEREBY DEDICATE THE RIGHT TO SAID OWNERS TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF ANY FUTURE ROADWAY CONSTRUCTION TOGETHER WITH THE ATTEST: OBLIGATION OF THE MAINTENANCE OF SAID SLOPES TO BE THE RESPONSIBILITY OF EACH LOT OWNER; ,1JL AND ALSO HEREBY GRANT TO THE LOT OWNERS WITHIN THIS PLAT THE RIGHT TO USE ^` � �Q� EASEMENTS AS NOTED HEREON; DEPUTY JEFFERSON NTY ASSESSOR AND ALSO HEREBY DEDICATE LOT A TO THE LOT OWNERS AS OPEN SPACE IN PERPETUITY; THE PLATTOR HEREBY ACCEPTS ALL RESPONSIBILITY FOR ALL CLAIMS AND DAMAGES HEALTH DEPARTMENT WHICH MAY BE OCCASIONED TO ANY OTHER LAND OR PERSON BY ACTIONS OF SAID n PLATTOR AUTHORIZED BY THE COUNTY IN RELATION TO THIS PUT APPROVED BY JEFFERSON COUNTY HEALTH DEPARTMENT THIS 7 DAY OF nu y , 2005. MALAMUTE ASSOCIATES L.L.C. MARINER BANK A / t(e-• PER DEED OF TRUST RECORDED DIRECTOk, JEFFERSON COUNTY Mq�-'�y// '///�/ AUGUST 16, 2004, UNDER AFN 488238 HEALTH DEPARTMENT 41.4 iif •7l � � TREASURES 1M DAY SCOTT DOBSON, MANAGER BY CHARLES C. RNER ALL TAXES AND/OR ASSESSMENTS DUE ARE PAID IN FULL THIS !MDAY OF 119 AV , 2005. VICE PRESIDENT �� A' , -1c-'.1 -/-7 I ' JEFFERSON COUNTY TREASURER ACKNOWLEDGMENT STATE OF WASHINGTON) COUNTY OT C ,�b\\\\%%%p),�"",��, JE CO TY COMMISSIONERS ON THIS Y OF 2005, BEFORE ME, A NOTARY PUBLIC IN AND FOR THE S Mr Or STATE OF WASHINGTO. PER OVALLY APPEARED RICHARD SCOTT DOBSON, PERSONALLY KNOWN TO ME(OR PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PHIL J CHAT OARD DATE PERSON WHO EXECUTED THIS INSTRUMENT ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE MANAGER OF MALAMUTE �'I �-!"' ASSOCIATES, L.L.C., TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID LIMITED (� X11 LIABILITY COMPANY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. PAT RODGERS, MEMBER DATE , �L--_•- DATE IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE DAY AND CeX WvtiaAO /4V'Y fAi� YEAR FIRST ABOVE WRITTEN. DAVIID/SULLIVA , MEMBER DATE L.kxmGJYIGit� , oe04 me�v 130 .6"-A-05 NOTARY PUBLIC IN AND FOR Ti-/E ST TE LORNA L. DELANEY, CLERK OF THE BOARD DATE - OF WASHINGT••1. , 4J 11 RESIDING AT MY APPOINT.ENT EXPIR AMP" PRINT NAME.•••. Li..Ii 7.III>` SEE SHEET 2 FOR ADDITIONAL ACKNOWLEDGMENT \\A/////////L I AOUSUN SV F ': SURVEYOR'S CERTIFICATE 4'•`Q O•R4%ti AUDITOR'S CERTIFICATE I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED TO ; f4 i FILED FOR RECORD THIS lgT� DAY OF MA/ . 2005 AT PRACTICE IN THE STATE OF WASHINGTON AND DECLARE THAT THIS MAP CORRECTLY N.. /' ____W31- M. IN BOOK_lc_ OF PLATS AT PACE 4M:T REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF 4 AT THE REQUEST OF NORTHWESTERN TERRITORIES, INC. SCOTT DOBSON IN DECEMBER, 2009 CR .0/05"` SUB96-0007 max zow Sig,rA Rm 4hy.v.,\,,iiiiiii/iIll\ .VROO MwAnt»IOAIMwaotlWw•MOi PATO. MICHAEL J. AND/ON PLS 27665 DEPU COUNTY AUDITOR ©NORTHWESTERN TERRITORIES 2005 Sheet 1 of 8 SCALE: AS SHOW !DATE II/04/2001 �� NORTHWESTERN TERRITORIES, INC. `'' CRAM BY: OCT `, Mount�ln View Vista ,�o.� PLAT CHECXE0 BY OGT ,a ESA-L I a Long Plat Subdivision V■ TIME BERM.AAA II CaI.6ucLIMn vt SHEET I OF 8 Ni'I PIT SOUTH PEABODY,PORT ANGELES,WASHINGTON B83B2,(380)412-BlAT ww.n[i,u.con, for: Malamute Associates L.L.C. 00(29N-IIS) • ! JEFFERSON COUNTY 0, , l DEPARTMENT OF COMMUNITY DEVELOPMENT 4.1110:1" 621 Sheridan Street • Port Townsend • Washington 98368 � O' 360/379-4450 • 360/379-4451 Fax NO http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Site Plan Instructions and Submittal Template "Medium" and "Large" Projects [Includes Construction Stormwater Pollution Prevention Plan (SWPPP)and Permanent Stormwater Control Plan] The submittal template for a Stormwater Site Plan has been developed from information presented in the Department of Ecology 2001 Stormwater Management Manual for Western Washington (Manual), which is the set of stormwater management standards for new development and redevelopment in Jefferson County. The Stormwater Site Plan, Minimum Requirement #1 in the Manual, is the comprehensive report containing all of the technical information and analysis necessary to evaluate a proposed new development or redevelopment for compliance with stormwater requirements. A Stormwater Site Plan is required for all "medium" and "large" projects. (For background information, refer to the Stormwater Management Information Sheet.) The Stormwater Site Plan includes a Construction Stormwater Pollution Prevention Plan (SWPPP — Minimum Requirement #2) that addresses sediment and erosion control during construction and a Permanent Stormwater Control Plan that addresses stormwater on the project site in its developed condition through dispersion, infiltration, or, if necessary, flow control and/or treatment facilities. The steps for preparing and the content of a Stormwater Site Plan are summarized below and more fully described in Chapter 3 of Volume I of the Manual. The attached submittal template is intended to be a format applicable to typical rural residential construction. For these cases, completion and submittal of the template results in a complete land use application. THE TWO MAIN COMPONENTS OF A STORMWATER SITE PLAN I. Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan (SWPPP) is a document that describes the potential for pollution problems on a construction project and which explains and illustrates the measures to be taken to control these problems. The basis for requiring a SWPPP, the twelve elements required to be in a SWPPP, the suggested step-by step procedure to follow, and the suggested Best Management Practices(BMPs) to follow, are all described in Volume II of the Manual. A SWPPP consists of two sections, a narrative and the drawings. A description of the contents of the narrative and the drawings sections, and checklists for each of these sections, are in Section 3.3 of Volume II. For typical rural residential projects, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet to assist with the preparation of the Construction SWPPP. II. Permanent Stormwater Control Plan A Permanent Stormwater Control Plan is a document that describes the basis for, and the means of implementing, permanent Best Management Practices (BMPs)for flow control and treatment facilities after the project is completed. The content of a Permanent Stormwater Control Plan is described in Section 3.1.5 of Volume I of the Manual. The permanent BMPs and facilities for flow control and treatment are described in Volumes Ill, IV, and V of the Manual. The submittal template is intended for rural residential projects that can fully disperse or infiltrate stormwater. The template may not be appropriate or sufficient for applications involving larger or more complex projects. stormwater site plan template.doc—rev.10/12/2003 1 • . . INSTRUCTIONS To prepare a Stormwater Site Plan,follow the steps outlined below, complete the Stormwater Site Plan template, sign and submit together with the Master Land Use Application (MLA). This information may also be provided on other diagrams, plans, studies, or attachments submitted with the project application. If so, please indicate such on this supplemental permit application. As the template is designed mostly for rural residential development, it may not be as useful for a larger project as an independently prepared Stormwater Site Plan. For any particular project, the Administrator may waive specific submittal requirements determined to be unnecessary for review of the application. Note: Prior to filling out the submittal template, read through these steps for preparing a Stormwater Site Plan. Preliminary or draft versions of the individual components may be helpful in the case that redesigning an original layout would result in a proposal that has less environmental impacts and is significantly simpler in terms of meeting stormwater requirements. For example, if the proposal can utilize the "full dispersion"BMP(T5.30 in the Manual), there is no need to provide for flow control or flow treatment on the site. For more information on the easiest way to meet stormwater requirements, refer to the "Low Impact Development"Information Sheet. BMPs used during the construction phase and that are included in the Construction SWPPP may also be useful as elements - of the Permanent Stormwater Control Plan. STEP 1: COLLECT AND ANALYZE INFORMATION ON EXISTING CONDITIONS Collect and review information on existing site conditions, including topography, drainage patterns, soils, ground cover, critical areas, adjacent areas, existing development, existing stormwater facilities. The Jefferson County website provides an Internet Map Server (1MS)function (http://www.co.jefferson.wa.us). If available, a Development Review Division(DRD)planner may be able to assist you in collecting this information. Analyze the information to determine site limitations, including: • Areas with high potential for erosion and sediment deposition(based on soil properties, slope,etc.); • Locations of sensitive and critical areas (e.g., vegetative buffers, wetlands, steep slopes, floodplains, geologically hazardous areas, streams, susceptible aquifer recharge areas,etc.); and • The natural receiving waters to which the stormwater runoff either directly or eventually discharges. This information will be useful in site design and in the completion of the Permanent Stormwater Control Plan and Construction SWPPP. STEP 2: PREPARE PRELIMINARY DEVELOPMENT LAYOUT Based upon the analysis of existing site conditions, locate the buildings,driveways, roads, parking lots, and landscaping features for the proposed development. Consider the following points when laying out the site: • Fit development to the terrain to minimize land disturbance; confine construction activities to the least area necessary and away from critical areas; • Preserve areas with natural vegetation(especially forested areas)as much as possible; • On sites with a mix of soil types, locate impervious areas over less permeable soil (e.g., till) and try to restrict development over more porous soils(e.g.,outwash); • Cluster buildings together; • Minimize impervious areas; and • Maintain and utilize the natural drainage patterns. The preliminary development layout will assist in determining threshold discharge areas for calculating whether size thresholds under Minimum Requirements#6, #7, and #8 (for"large" projects) are exceeded and as a basis for the drawings and maps required for the Stormwater Site Plan. stormwater site plan template.doc—rev.10/12/2003 2 • STEP 3: PERFORM AN OFF-SITE ANALYSIS This step is for "large" projects (i.e., adding 5,000 square feet or more of new impervious surface, converting 3/4 acres of pervious surfaces to lawn or landscaped areas, or converting 2 '/2 acres of forested area to pasture)at the discretion of the UDC Administrator. See Section 2.6.2 of the Manual for more information. STEP 4: REVIEW THE APPLICABLE MINIMUM REQUIREMENTS The Stormwater Calculation Worksheet is a required submittal for all development and redevelopment land use applications. Completing the Worksheet helps determine the broad category of the proposal—"small," "medium," or "large" project—and the applicable Minimum Requirements. "Small" projects need to meet Minimum Requirement#2 only. "Medium" projects need to meet Minimum Requirements#1 through #5. "Large" projects need to meet all the Minimum Requirements, #1 through#10. The Minimum Requirements are as follows: 1. Preparation of Stormwater Site Plans(Chapter 3 of Manual) 6. Runoff Treatment 2. Construction Stormwater Pollution Prevention 7. Flow Control 3. Source Control of Pollution 8. Wetlands Protection 4. Preservation of Natural Drainage Systems and Outfalls 9. Basin/Watershed Planning 5. On-site Stormwater Management 10. Operation and Maintenance The Manual provides descriptions and instructions in Volume I, Chapter 2. Information sheets, application materials, and DRD planners can help describe the Minimum Requirements to applicants. Note: "Large" projects, as part of meeting Minimum Requirements #6 – Runoff Treatment – and #7 – Flow Control, are compared to Table 2.1 and Table 2.2 in the Manual to determine whether on-site storm water management BMPs are sufficient or treatment facilities or flow control facilities are required. The flow control determination may necessitate use of the Western Washington Hydrology Model managed by the Department of Ecology. Consult Sections 2.5.6 and 2.5.7 of Volume I, Chapter 2 of the Manual for more information. Again, the easiest way to meet stormwater requirements is to design the project so that natural drainage is preserved, impervious surface is limited, and full dispersion (BMP T5.30) is implemented. By using "low impact development" techniques in the site design, the need for treatment and flow control facilities is eliminated, simplifying preparation of the Stormwater Site Plan and often the site construction process itself. For more information on these techniques, consult the"Low Impact Development" Information Sheet. STEP 5: PREPARE A PERMANENT STORMWATER CONTROL PLAN Select stormwater control BMPs and facilities that will serve the project site in its developed condition. The selection process is presented in Volume 1, Chapter 4. After consideration is given to how selected BMPs and facilities fit within and serve the entire preliminary development layout, the designer may want to reconsider the site layout to reduce the need for construction of facilities or the size of the facilities by reducing the amount of impervious surfaces created and increasing the areas to be left undisturbed. The Permanent Stormwater Control Plan should contain the following sections(Section 3.1.5 of Volume I, Chapter 3): • Existing Site Hydrology(i.e.,the behavior of water on the site—above, below, and on the ground) • Developed Site Hydrology (special requirements for projects and threshold discharge areas within projects that requirement treatment and flow facilities) • Performance Standards and Goals • Flow Control System • Water Quality System • Conveyance System Analysis and Design Essentially, in terms of site hydrology, the developed condition of the site should match the pre-developed condition, with is forested land cover (unless reasonable, historic information is provided that indicates the site was prairie prior to settlement). For "large" projects, totals of impervious surfaces, pollution-generating impervious surfaces, and pollution generating pervious surfaces must be tabulated for each threshold discharge area for which on-site BMPs are the sole stormwater management approach. stormwater site plan template.doc—rev.10/12/2003 3 • • STEP 6: PREPARE A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP for projects adding or replacing 2,000 square feet of impervious surface or more or clearing 7,000 square feet or more (i.e., "medium" or"large" projects), must contain sufficient information to demonstrate to the UDC Administrator that the potential pollution problems have been adequately addressed for the proposed project. An adequate Construction SWPPP includes a narrative and drawings. The narrative is a written statement to explain and justify the pollution prevention decisions-made for a particular project. The narrative contains concise information concerning existing site conditions, construction schedules, and other pertinent items that are not contained on the drawings. The drawings and notes describe where and when the various BMPs should be installed, the performance the BMPs are expected to achieve, and actions to be taken if the performance goals are not achieved. There are 12 Elements that must be considered in the development of a Construction SWPPP, unless site conditions render that element unnecessary and the exemption from that element is clearly justified in the narrative. The 12 Elements cover the general water quality protection strategies for limiting site impacts during construction and are described in detail in Section 2.5.2, Volume I of the Manual. The 12 Elements of Minimum Requirement#2,Construction Stormwater Pollution Prevention,are: 1. Mark Clearing Limits 5. Stabilize Soils 9. Control Pollutants 2. Establish Construction Access 6. Protect Slopes 10. Control De-watering 3. Control Flow Rates 7. Protect Drain Inlets 11. Maintain BMPs 4. Install Sediment Controls 8. Stabilize Channels and Outlets 12. Manage the Project For ease of use the Stormwater Site Plan submittal template below includes a section that lists the 12 Elements and provides the opportunity to include sufficient information for rural residential and other relatively simple Construction SWPPPs. For more complex projects, a separate narrative and set of plans may be preferred or required. Volume II of the Manual is dedicated to Construction Stormwater Pollution Prevention. A step-by-step BMP selection process and a complete description of the BMPs applicable to each element is provided in Chapters 3 and 4. Additionally, DCD provides a Construction Stormwater Pollution Prevention(SWPP) Best Management Practices (BMPs) Packet that summarizes the 12 Elements and excerpts from the Manual sample sediment and erosion control measures for typical rural residential development. The Packet should prove useful for completing the Construction SWPPP component of the submittal template. On construction sites that infiltrate all stormwater runoff, the primary consideration in the preparation of the Construction SWPPP is the protection of the infiltration facilities from fine sediments during the construction phase and protection of ground water from other pollutants. On construction sites that discharge to surface water, the primary consideration in the preparation of the Construction SWPPP is compliance with the State Water Quality Standards. The step-by-step procedure outlined in Volume II, Section 3.2 is recommended for the development of these Construction SWPPPs. STEP 7: COMPLETE THE STORMWATER SITE PLAN The Stormwater Site Plan encompasses the entire submittal to Jefferson County in conjunction with a land use or building permit application. The following documents or sections should be included: • Project Overview • Existing Conditions Summary • Off-site Analysis Report(if required; usually for"large"projects) • Permanent Stormwater Control Plan • Special Reports and Studies(such as soil testing,wetland delineation,etc., if applicable) • Other Permits(approvals required by other regulatory agencies that include stormwater management conditions) • Operation and Maintenance Manual(for each flow control and treatment facility, if applicable) • Bond Quantities Worksheet (for performance bond or other financial guarantee for proper construction and operation of construction site BMPs and permanent drainage facilities, if required) The submittal template below is designed for rural residential and other relatively small or simple projects. For larger and more complex projects—particularly those that involve stormwater treatment and/or flow control—more information may be required and an independent Stormwater Site Plan may be the preferable submittal format. STEP 8: CHECK COMPLIANCE WITH ALL APPLICABLE MINIMUM REQUIREMENTS A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The applicant should review to check that these requirements are satisfied and that all information provided is true and correct prior to signing and submitting the Stormwater Site Plan. (The signature box appears at the end of the submittal template.) stormwater site plan template.doc—rev.10/12/2003 4 • i ON0 0JEFFERSON COUNTY , ', ., DEPARTMENT OF COMMUNITY DEVELOPMENT h 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/3794451 Fax G http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: MALAMUTE LANE SHOP/ADU Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Construct a two story, wood framed, slab on grade, shop with a dwelling unit above. The property is to be disturbed as minimally as possible during construction. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. There is a gentle slope of the land starting high to the East and traveling low to the West. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Majority of the parcel is covered with native vegetation and mature trees.Native vegetation consists of but is not limited to Maple, Cedar, Alder, Doug-Fir, Madrona, 5alal, Rhododendron, and Ferns. 4. Describe the existing soils. Indicate soil type on the site map. Existing soil type is Vashon Lodgement Till as noted by the G.eoTech Report completed by Shannon &!Nilson Co., in lcicii. 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. The project site drains well under sustained precipitation and dries out quickly due to it's soil type. 6. Describe any excess levels of noise generated by the proposed use or activity: The small footprint of the proposed structure, and the dense wooded nature of the surrounding lots should keep any excess levels of noise to a minimum. stormwater site plan template.doc—rev.10/12/2003 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site Indicate location on the site map. The site does not have any significant geographic features or critical areas. 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). The surrounding properties are densely wooded, primarily residential with a rural level of density. Discovery Bay is to the West of the property. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. Roof drains and foundation drains will be connected to dry wells to collect and disperse stormwater. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] NA 11. Describe the performance goals and standards applicable to the project. The performance goals and standards of the project are to have as slight of an impact on the existing native vegetation and overall site conditions as possible. 12. Describe the flow control system. The flow control system will be (3) 48"x43"x60" deep gravel drywells (1:1,0OOsf)w/geotextile fabric at sides and top; constructed per stormwater management manual for western Washington, vol. 3. stormwater site plan template.doc—rev.10/12/2003 6 • • 13. Describe the water quality system. Site is dry and permeable with no streams, etc. Straw will be used to cover exposed soil during construction. 14. Describe the conveyance system analysis and design. Propose to drain impervious water sources and stormwater to (3)drywells, 48"x48"x60" deep based upon one per 1,000 sgft of impervious building footprint at 2,665 soft. 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. Fill material, where possible, will be from soils excavated for construction. Gravel and sand as req,'d per construction details will be per structural notes. Excess material will be taken to an approved off site location. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Gravel/Sand under slabs and at foundations will be compacted and placed per structural note on building plans. 17. Describe the proposed surfacing material. New driveway and parking will have 3/4" min. Basalt placed by truck and compacted w/5 ton roller. 18. Describe methods for restoration of the site. All areas not covered by new construction or gravel drive, walkways, parking will be graded to tie into the existing grades and replanted with native vegetation. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. NA 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. NA._ 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here: • stormwater site plan template.doc—rev.10/12/2003 7 • • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. The clearing limits are clearly annotated on the site plan and will be implemented in a careful and specific fashion. 2. Establish Construction Access. Construction access will occur through the existing gravel driveway in order to provide the most protection to existing native vegetation. 3. Control Flow Rates. Site drains naturally to the West. Install silt fence at edge of construction limits as noted on the site plan. Use hay bales at any depressions. 4. Install Sediment Controls. Bark chips or straw covering open/disturbed soils, silt fences/hay bales at the West and North side of limits of construction. 5. Stabilize Soils. Bark chips /straw, (Tree's removed/cut down due to construction may be ground and resulting chips used for soil stabilization. 6. Protect Slopes. Any significant slopes within the limits of construction will be protected and stabilized with filter fabric and straw or similar. 7. Protect Drain Inlets. No drain inlets on site. stormwater site plan template.doc—rev.10/12/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. NA 9. Control Pollutants. Bark chips /straw will aid in pollutant control and can be collected, removed and replaced if necessary.A spill kit will be onsite to clean potential oil, fuel, etc. spills, wash water (on site) is available for contaminated items. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). If necessary clean stormwater will be pumped to slightly higher ground into existing vegetation and allowed to filter down through forested floor. 11. Maintain Best Management Practices(BMPs). Each subcontractor will receive instructions in regards to site management with their directions to the site, general contractor will be present at all times. 12._Manage the Project. The owner will be present at all work times during construction to ensure enforcement of all aspects of this plan. 2. Adjacent Areas.- a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). Adjacent properties follow the same geographic/topographical features with slight slopes. This similarity, in conjunction with the mature native vegetation buffers present, will act as a natural obstruction to the degradation of adjacent properties. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). To the k est the topography drops in a definitive nature causing a drainage path to flow into Discovery Bay. All new development will use drywells to minimize adding to this path. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. The 51AI adjacent lot (#'1)contains a wetland buffer that will be protected per the recommended standards. stormwater site plan template.doc—rev.10/12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas. NA 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability, permeability, depth,texture,soil structure). Careful attention will be given to protect the gentle slope condition to the West. 5. Construction Phasing. a. Construction sequence Site Prep, Foundation, Framing, Roofing/Siding, Interior Finish, and Landscaping b. Construction phasing(if proposed) No phasing proposed 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. Site Prep (Aug 1st), Foundation (Aug.), Framing 8 Siding (September-October),Interior Finish (Nov./Dec.) II. Wet Season Construction Activities. a. Proposed wet season construction activities. Interior Finish b. Proposed wet season construction activities for environmentally sensitive areas. None 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Alec 4 Leslie Jensen b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Personal Responsibility 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. NA b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template.doc—rev.10/12/2003 10 . • SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length, and width dimensions. d. Provide,typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site Sampling stations should be located upstream and downstream of the project site stormwater site plan template.doc—rev.10/12/2003 11 • • 1 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. J 07-10-13 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template.doc—rev.10/12/2003 12 1 Jefferson County Building Division Permit Nu er: BLD13-00214 Applicant: JENSEN BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks e9 —6\ 127 Fl? Erosion Control (�_ /, 2 _ Foundation Footing C ski VV Footing Drains Foundation Stem Wall Qn Underground Plumbing C ,7-50\ I Under Floor Framing ' , Straps(hold downs) ;2 j3/14 4j Ext. Shear Wall Nailing ` 1_1 t„., Rough-in Plumbing Shower Pan Framing j3��4 < � Blocking ..n;3 / .°�r;.r' Airseal Insulation:Walls Insulation: Floors 1 a/1/5 luS1,L &Aver / A-rL p lAJug�r igeoAs Insulation: Ceiling Int.Shear Wall Nailing 1,2 Wallboard Nailing 3/-z f?Ji 4 Gas Line: Interior )t- Gas '-`�1—�3 Line: Exterior a -5- / Propane Tank u, J F-� C Heat/Chimney Clearance / Ul( Mechanical Systems 3 / Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage Address Posted qF i Water Meter Inspection O • • FINAL INSPECTION 06 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00214 1.) This building approval accounts for 240 GPD of septic system capacity, as designed and approved SEP13-00055 is sized for 480gpd. The minimum daily design flow per residence is 240 GPD. 240gpd is equal to 2 bedroom. A second residence on this septic system shall not be larger than 2 bedrooms. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan as submitted with the building permit application on 7-11-13 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 7-12-13 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) Planner Colleen Zmolek 5.) A notice to title for the protection of well radius has been recorded under AFN#_577860 . The well is located on parcel 974600007, less than 100' to the property line of parcel 974600008. 6.) The water source serving this parcel is a well located on Parcel 974600007, Lot 7 of the Mountain View Vista Subdivision. An easement for the use of this well on Parcel 974600008 has been recorded under AFN_577859 7.) The project is located within WRIA 17 and thus is subject to compliance with the WA State Department of Ecology In- Stream Flow Rule for that region. The parcel is located within the_Quimper sub-basin in a designated Coastal Management Area; as such, state regulations require the following: 1. INSTALLATION OF A WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180). BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. Refer to enclosed documents for more INFORMATION; see Ecology web site at http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology at 360-407-6300. \\tir1 mark\riata\fnrmc\F RI n Pprmit Rlrin rnt 7/11/7f111 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD13-00214 Received Date: 7/12/2013 SITE ADDRESS: 353 MALAMUTE LN Issue Date 7/31/2013 PORT TOWNSEND, 98368 Expiration Date 7/31/2014 OWNER: ALEC M JENSEN PHONE: 503-789-0837 LESLIE A JENSEN 2525 SW MOSSY BRAE RD WEST LINN OR 970689353 MOUNTAIN VIEW VISTA SUBDIVISION: Block: Lot: 8 PARCEL NUMBER: 974600008 Section: 8 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: New SFR - shop below SFR above TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 122 VALUATION 223,694.00 ADD'L: 842 HEAT TYPE: PRO CODE EDITION. 2012 HEAT BASE: 1,051 HEAT TYPE: WOD OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 140 SHORELINE: GARA CONST TYPE: DECKLE 203 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,895.00 MEB 07/11/13 142263 Exist: Exist: Plan Check $1,231.75 MEB 07/11/13 142263 Prop: 1 Prop: 2 State Building Code $4.50 MEB 07/11/13 142263 Total: 1 Total: 2 Potable Water Application $66.00 MEB 07/11/13 142263 Total: $3,197.25 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED INCLUDE WITH PERMIT S APPLICANT S Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: 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. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: 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 (Salix lasiandra), and Scouler's Willow (Salix 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. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07 SFR StdConditions 3/7/2013 1 S • 8. BMPs: 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. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07 SFR StdConditions 3/7/2013 2 for Infiltration These.ems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with • jurisdiction approval. • Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 MP' • • s 7. i ---A cof Do\lin$T:cd, -...,-. / Hai3e `A ./....n Catch 6 a..5-in ()lard Drain) / .,.., ... , ///////,I ---30- k,.. I-------.,---- flTkv \._ ----:,,t--- —SOO' ----- --.-^-71—...-. DIVMPOtt --„,.. --,, 0 DRY WELL 48 lot Dia reefer Hole Filled-4Mb PLAN VIEW ilk-3'Wa3hed Drain Rode. MS ... ,—R wf Dognsxia / - H.-313w / /—Ovetflow 1 r---t.,4*,*C enter of Hole 1 with r Carped Pv'C ii or Other means 4 ,.. \\ /—Sriash Block, Topscil—,,, ii FI WI w ith 51..rface 1 , 111111,, , \ i 1 . ,,,A,1, ,,. , ,. 41;:-..., 's cilittaii a: W 4,a&2 irsiWitrq * Fine tvie-111 Screen d• LI '--Min-4*.'Cia. PVC Pipe 4 ' "I 0, P INA C,Itch Ba.sin ti lilt 48 irdi Dia rrettr 1,-,' 4:'Mil*- 5ide3 of Hole ki flole Filled with l.; Linedwith 1., l .2.,-37 Wated -1 Fitter F8bric v: Drain IR otA n. x tx, miii 1,4)9,,, ii.9awna I DRY WELL H igh Gmuckdwat9r Tabi9 SECTION -1-- tirs Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County 1 Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 • Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs, wells, and septic tank drain fields.Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10