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HomeMy WebLinkAboutBLD2024-00385 SFR ADU - BLD Application - 3/21/2024 Permit No: U MASON COUNTY R E7r COMMUNITY DEVELOPMENT PermltAssisrA - taCenter, Building,Planning MAR 21 2024 .c wh BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Roderic Dohleman and Ryan Finn NAME:HlLine Homes MAILING ADDRESS:103 W Story Rd MAILING ADDRESS:PO Box 799 CITY:Shelton STATE:WA ZIP:98584 CITY:Elma STATE:WA ZIP:98541 PHONE#1:310-210-1867 PHONE:360-482-4227x2311 CELL: PHONE#2:415-310-2648 EMAIL :EModrobniak@hilinehomes.com EMAIL:bothofus@rdcomputer.com L&I REG#HILINH-983BD EXP. 11/P8/�5 PRIMARY CONTACT: OWNER E] CONTRACTOR❑ OTHER❑ NAME Ryan Finn EMAIL bothofus@rdcomputer.com MAILING ADDRESS 103 W Story Rd CITY Shelton STATE WA ZIP98584 PHONE 415-310-2648 CELL 415-310-2648 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 32031-14-90010 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) Res.PCL 1 BLA 21-18,PTN SE NE 31-20-3 FIRE DISTRICT SITE ADDRESS 107 W Story Rd CITYShelton DIRECTIONS TO SITE ADDRESS From SR3 approaching US 101 from Shelton: Go under the overpass and SR 3 becomes Golden Pheasant. Take first RIGHT onto W.Story. Take first driveway on LEFT. Subject property is on the RIGHT(follow signs to"107"). IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO E] SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER ❑ LAKE ❑ iRIVER/CREEK❑ POND ❑ WETLAND E] SEASONAL RUNOFF ❑ STREAM❑ TYPE OF WORK: NEW E] ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE (Residence,Garage,Commercial Bldg,Etta Residence IS USE: PRIMARY E] SEASONAL❑ NUMBER OF BEDROOMS 1 NUMBER OF BATHROOMS 1 HEATED STRUCTURE? YES (Whole Bldg) Q YES (Part[s]of Bldg) ❑ NO ❑ DESCRIBE WORK500 sq ft ADU(ADU is being built first;main residence on this property to follow in 2025). SQUARE FOOTAGE: (proposed) 1ST FLOOR500 sq.ft. 2ND FLOOR sq. ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq. ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW EXISTING❑ PLUMBING IN STRUCTURE? YES 0 NO ❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES E] NO[] EXISTING SQ.FT. 0 EXISTING BEDROOMS 0 ° PROPOSED BEDROOMS 1 TOTAL BEDROOMS 1 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such Is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained Isslon from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal 4U4—L . #3-1.f1%4 OWNER acknowledges that submission at inaccurare mrormaoon may resum in a stop wont orner ar perm¢revocation.nacnawieugemem u euu r rs uy I signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of Interest regarding this project.The owner or legal representative,represents that the Information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This pernitlapplication becomes null&void If work or authorized construction Is not commenced within 180 days or if construction work is suspended for a period of 1 BO days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) Signature of OWNER(Must be sinned bythe OWNER) Date `IjEpARTME�VTAT tEV W Y? :APPROVED - DATE' DEIV7Eb . ::DATE;"TAGS/1!TOTES./CONDITIONS_ BUII.DING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 09 �w� nit No L10 RD a� MASON COUN'J A A' N oc)� 9.5 COMMUNITY DEVELOPMENTCEIVED Permit Assistance Center, Building,Planning MAR 21 2024 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Roderic Dohleman and Ryan Finn NAME:HiLine Homes MAILING ADDRESS:103 W story Rd MAILING ADDRESS:Po Box 799 CITY:Shenon STATE:WA ZIP:98584 CITY:Elma —STATE:WA ZIP:98541 I st PHONE:310-210-1867 PHONE:360-482-4227x2311 CELL: 2nd PHONE:415-310-2648 EMAIL :EModrobniak@hilinehomes.com EMAIL:bothofus@rdoomputer.com L&I REG#HIUNH-983BD EXP. 11/0845 / PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):32031-14-90010 Zoning:RR5 LEGAL DESCRIPTION (Abbreviated):Res.PcL 1 BLA 21-18,PTN SE NE 31-20-3 SITE ADDRESS:107 W.story Rd;Shelton,WA 98584 CITY Shenon DIRECTIONS TO SITE ADDRESS: From SR3 approaching US 101 from Shelton: Go under the overpass and SR 3 becomes Golden Pheasant. Take first RIGHT onto W. Story. Take first driveway on LEFT. Subject property is on the RIGHT (follow signs to"107"). TYPE OF JOB: NEW=ADD=ALT=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS— 1 ST FLOOR=2ND FLOOR=BASEMENT=GARAGED OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Tyne of Fixture No.of Fixtures Fees Fuel Type:Electric ✓ LPG=Natural Gas=DuctlessCE;� Toilets 1 - Type of Unit No.of Units Fees Bathroom Sink 1 Furnace Bath Tubs Heat Pump 1 Showers 1 Spot Vent Fan 1 Water Heater 1 Propane Tank Clothes Washer 1 Gas Outlets Kitchen Sinks 1 Wood/Gas/Pellet Stove Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 1 Dryer Vent 1 Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X �t 03-21-2024 Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT -0E4 $22 2i( PLANNING DEPARTMENT FIRE MARSHAL Rev: 1/27/2016 JBN SITE PLAN REQUIREMENTS: A complete, accurate and detailed site plan is important to avoid delays in the review and approval of your project. Use the checklist below as a tool to help you complete the site plan. 1. Scale: A scale of 1"=20', is typical but other scales such as 1"=10' or 1"40' are also acceptable. Do not exceed 1"=60. 2. North arrow 3. Property line location and dimensions. 4. Label abutting streets 5. Shoreline/Surface water: Indicate creeks, streams, lakes, ponds, wetlands and other bodies of water within 300 ft of the proposed project. 6. Wetlands and Seasonal Drainage: Show setback distances from wetlands or seasonal drainage. 7. Easements: Indicate location and size of road, utility, and private easements. 8. Show All Existing Development: Identify existing and proposed structures. Include porches, decks, roof overhangs, cantilevers, and structures that will be demolished. 9. Proposed Building Footprint: Use scale to show distances to property lines, existing structures, septic tank and drainfield. Stake or flag footprint of proposed structure. 10. Sewage Disposal System: Identify septic tank location and drainfield. 11. Existing and proposed Buffers: Include open space, fences, sidewalks and parking areas. 12. Retaining walls: Proposed and existing. 13. Slopes/Site contours (Topography): Identify any slopes greater than 15%, fills or cuts greater than 4ft. that are located within 300ft. of the proposed project. Use Contour lines or arrows to show the direction of the slope. 14. Wells: Show existing and proposed, need to include all wells located within 100 ft of property. 15. Waterfront projects: Show all structures on adjacent property. 16. Driveway/ Site Access 17. Stormwater Run-off Path: Identify stormwater run-off path and direction of flow. 18. Land modification/Grading permits: Site applications for land modification permits must show topography before and after the proposed work. r _r ��� N SHORT SUBDIVISION NO. 1 EXHIBIT MAP , \ [` ' SHORT PLAT FOR BWLDLING ENVELOPE \ `A I \ SC.OTT BARILNARD L L PO BOX 417 IN 0 E sN(36014 0-0 SSSN 13sol�eo-0tss ' PARCEL P 37031t400000 I \ SITE ADDRESS' 0 30 SIT STORY ROAD 1\ SHELTON,WA.SSW I LOT 1 VVV [4 BASIS OF eSgwNG: is e VOLUME.D Of SURVEYS OF •ttYsy. PACE ao.RECORDS Dr I 7• Y P. �J MASON COUNTY.WASHINGTON. S : \ V `' y\ t _•1 CURVE RADIUS MC DELTA V 7 Ct 320.00 StO.OT S]'IK7S' CI 1STOW 715.9S 76'07W C3 1570.00 IS.o7 oAis, a G ISMW 1T5.6.' 4'35V6• 1„ 1 OI` \ " " Mh1rgS.W 5 ""� •y 1 1 - "" MA ? 1 .w 2024 5 5yfT \ VV Alder Street ON HIS IS NOT ASURVEY I J oRttroamoT® T FOR ILLUSTRATIVE PURPOSES ONLY G 3 t ���SJ � � , ryp{Yy611ItAL LUtOfY11YE\TG /.A� /� /�}1 1 IIt RfIf1O[St RY 1 11 \�J 1/�" • l�I • �E T/•� Y[LiW1.W.MM1 '110SEWNIT"MPSL'AS�A W ' \ r the CLC.N`-taets4 s�� UM•T fuM s•w , SHEET 10F I SURER , 0.ROSE 1• SETSAOIUS ' ___ fE IN*rt IN STfT11lN iOM91r L\11V. 2-PAMY ___-- WLL V)LOD 020 oZ " OOQ)� pp— a" 3 /*"W� ap ` "P ft . t 41 b t .A V► x o i y t i' '•� NI ,' Z LA 16 v� Ato t O#tt 1�4evs-&'s #6 . i ct rw \ A 1 i \ pop Omni r t �o�c � . •(pS�il�r . if Picturwit ModcHid a"f Ct-fario - COK"'64 dtS h-f V ;r9 441 Al y5 x p leiLs zv zef LOt 2 flog' P( an - Q 5 S Proper 1"vqy1f5,Uz MAULA JOY JOHNSON Parce� �'r 320 31-t'-�-Dop00 2or PPROVE . S c are: ! (pQ Qi Audio-visuW Alarm AUG 112020 0 Cleanout MASON COUNTY ENVIRONMENTAL HEALTH 3 90 1t0 JBW TtSt u © 500 Gallon Pre-Traah Tank k,5f hvjt5 ty—f$+ 4 NuwaterBNR-500 Pretreatment Tank tOa M 5'It f U&S .� Met 5 1,000 Mallon Single Compartment uaQ loc(M, Pump Chamber/Clarifi Tank r�( J .OLinty (b OSCAR Mound Drainfleld rintod from Mason Cotmty DMS Distances: Weu: — 135'f m nearest poi-:: se=it i-a t`e.,reserue — 93'`-cm nearest section c press.,.ze:sear*.ra.napon *e — 115'frog-eares:r ;it tank 107 W.Story Rd Structure: — 10'`rom seat ranks — 3T'rom v* — 15' cm Wetland 6uffe-:at`40i and E'r'v cc--ers — 32';crntht desesi p-:c_-ca -te;souviern) — 181'Pcm t-e casest settio,of septc drain6eld Driveway: — 30'wde fror,",- =t:I-=_v.r. :sates by site a ru:ure 105 VV Stcrl — 20'% de for:he re^-amcer:• _: e:.ay am tea-d-ca:urn around v;-: radis,is_a-ir�s:t-e a;t _ e tear drop:urr.aroula Recorded Wel Access Ease. e-t — 2C'x-3 ho*3-I-u'1d we hea_s — Ease—s de c`box is perperi ular to scut ie n p`,perry line and coated 3'east a the procerty WETLAND r!Br r marker coated 15B'west of NJ Stc,y Rd —Access corridor is 12'vjide and runs ak ng scutnem.Fcperry line.ewit^8 on 103 W.Story Rd ant Short Plat 3133 4 3,105'47 S:oryRd Tax Parcel 32031-14.90010: L — Primary r__.;er_a:rill be 105 W Stxxy Fc_=ra is slated for onnstrution G r 2025 N _,rent buk will eventually be the AGU,taR for nil vtill be treated _- primary resi -ce:h-a addressee as tC7 W.Story Re �a NOT AN APPROVED SEPTIC DESIGN Must use SWG 2020-00351 for septic installation 1- EH Setbacks - A.) Drainfield/Reserve requires 10'setback from footing/foundations B.)Septic tank(s)requires 5'setback from all footing/foundations C.)No foundation/Perimeter Drains within 301h,downgradient of Drainfield/Reserve area _ D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within A 50t1 down gradient of Drainfield/Reserve area 4 EH APPROVED Rhonda Thompson 05/01/2024 Sea-fi:- — Each Small Grid iePeserxs 4 x 4' — Each Large Grid Square Represents 20'x 20'i Department of Labor and Industries HI-LINE HOMES PO Box 44450 Olympia, WA 98504-4450 Reg: CC HILINH*983BD UBI: 601-584-067 Registered as provided by Law as: Construction Contractor (CC01) - GENERAL 701 HI-LINE HOMES Effective Date: 1/4/2002 1888 BELMONT LOOP Expiration Date: 11/8/2025 WOODLAND WA 98674 REvEIVED MAR 2 1 2024 615 W. Alder Street Name Ryan Finn Parcel# 32031-14-90010 BLD# �l '0642 T Mason County C)b E �_�U _. '` IN! partment of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements f4rat&Q E Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm MAR 21 2024 Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". 615 W. Alder Street Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) RPF The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130) contact Public works at: Phone: (360)-427-9670 EXT.450 Mail: P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have, a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel. You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part, that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X 41 Owner/Agent/Contractor(circle one)Date:03-21-2024 Page 2 of 2 Name Ryan Finn Parcel# 32031-14-90010 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development, or redevelopment', with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,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. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area ' All dimensions in feet Buildings X = 26 X 20 = 520 Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X Driveways X = X = 5000 Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = 0 Any paved, gravel or packed area per definition above table X Others X = X = 0 If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 5520 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read, acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor. I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 6 L ORN q-1�6 Small Parcel Stormwater Site Plan Written Description � 77.CEIVED 32031-14-90010 MAR 21 2024 Roderic Dohleman - b 15 W. Alder Street Ryan Finn 103 W Story Rd Shelton, WA 98584 415-310-2648 The parcel is 4.29 acres just west of the Hwy 101 / SR 3 interchange along the west side of W. Story Rd. The parcel is heavily forested, contains a wetland created by a culvert placed under US 101 in 1972, and the majority of the property is wetland buffer. Wetland delineations were performed by the previous owner prior to recording a Declaration of Short Plat #3133 under Mason County recording number 214- 6562, with provisions imposed on the plat under Mason County recording number 214-6563. The property is subject to an 8' well access easement from the southeastern corner along the southern boundary line for 152'to a 20'x20'well access easement containing the well for this property and the well for the property to the south, a 20'x40' shared access hammerhead easement, easements to cover the shared portion of the driveway, and the following setbacks: 25' from W. Story right of way, 20' from the southern boundary line with the sister lot, and 15' from the wetland buffer. The previous owner cleared the building envelope as per recording#214-6563. A 2-party well has been installed and recorded under Mason County recording number 2208-621. The previous owner obtained a Road Access Permit, RAP2020-00062, and constructed a driveway which passed inspection on June 3, 2021. The previous owner also obtained an On-Site Sewage System Permit, SWG2020-00351; that system is slated for installation in early April 2024. We have also obtained an address for the parcel(105 W.Story Rd;Shelton, WA 98584) and a separate address for the ADU (107 W. Story Rd; Shelton, WA 98584). We worked with PUD3 to bring temporary power and fiber internet to the build site. The cleared build site gently slopes toward the wetland buffer on all sides. No further clearing will be done. The initial section of driveway is shared with the sister lot via the hammerhead easement and a recorded easement; our portion then slowly curves northwesterly to cross the building envelope, then runs due westward along the wetland buffer (placement confirmed with Kell Rowen) until it reaches the ADU building site. From there it curves 180 degrees, coming within 15' of the southern property line, to create a teardrop turnaround, meeting back with the main driveway at the building site for the future main home on the property. The center of the driveway circle has been landscaped as a courtyard/park with trees, walkways, a patio, and firepit. The driveway is entirely gravel and measures approx. 5,000 sq ft (the portion on the subject property). The proposed ADU is 500 sq ft. Therefore, the total imperious surface for the lot will be 5,500 sq ft. This falls within the limits for Small Parcel Drainage Review. All Stormwater flows will be dispersed through vegetation. To avoid saturating soils near the foundation of the house, roof runoff will be directed towards vegetated flow paths via downspout extensions. The 50' vegetated flow paths from the stormwater flow off the home will enter the wetland buffer; we consulted with a Critical Areas specialist in the Planning Division of Mason County Community Services (Ms. Julie Lewis), who confirms that discharge of storm water into our sizeable wetland buffer is acceptable so long as the flow is not channelized and the stormwater division accepts our proposal for 50' vegetated flow paths. The driveway is likewise essentially flat with a slight crown to allow water to sheet flow to each side of the drive. On one side of the driveway there is 25' to 35' of vegetation to accept the sheet flow; on the other side there are acres of wetland buffer. The only exception to this is where the driveway curves around the OSCAR reserve field, where the vegetated flow path is reduced to 20'. In all locations, the amount of vegetated flow path exceeds the 10' minimum required. As mentioned, an on-site septic system is currently being installed. All proposed vegetated flow paths are located such that they do not enter upon the OSCAR field or the reserve field. During construction, to prevent erosion and to trap sediments within the project site, the following best management practices will be used as shown on the Erosion and Sediment Control Site Plan included with this submission: ■ Clearing has already been done by the previous owner, and the limits (which are the wetland buffer line) have been marked with permanent reflective aluminum placards bearing the words "Wetland Buffer 32031-14-90010." ■ The driveway is fully constructed and graveled, and vegetation has already been planted in the flow paths, including native northwest prairie sourced from Northwest Meadowscapes in Port Townsend. ■ There are no significant slopes, so water will not point discharge but rather sheet flow across the build site. Accordingly, silt fencing will be placed along the wetland buffer to ensure silt remains within the building envelope. The fencing will be removed when finish landscaping is performed.