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Home My WebLink AboutBLD2020-00498 Cancelled Remodel ADU to Main Living - BLD Permit / Conditions - 11/18/2021 MASON COUNTY COMMUNITY SERVICES Permit No:3�—V7-0ZV '00L'I q$ PERMIT ASSISTANCE CENTER: " •BUILDING •PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 DMA Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone RECEIVED Belfair.,(360)275-4467•Phone Elma:(360)482-5269 v BUILDING PERMIT APPLICATION MAY 2 8 2020 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMOMO1rt '(1`1 NAME: `//✓� ",�%Z1II/ _ NAME: ' MAILING ADDRESS:/'0, ��/ 0/17 MAILING ADDRESS: CITY: ,t1 c STATE: Ig ZIP: CITY: TATE: PHONE# : ''3,� 2.- �i5-'�'/ PHONE: CELL: PHONE#2: EMAIL : EMAIL4 � A �Rlzlz�g- ,�Ea ' • ( L&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME:::::: EMAIL MAILING ADDRESS CITY_A l&(,tom—STATE WAL ZIP PHONE'56-15' CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) �--t C� `Z�� SU ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS 40L-4-) E 62zelptof CITY (=1 QU(R DIRECTIONS TO SITE ADDRESS Cctvx on Nw`% 3 �t�tS( C�,Cup�u taw Ls� z, �t 4 r Ask Scre+,10 Dr6y"L %�4�E"zt: CAZvnrt(- CZL) IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO,❑ IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION,/ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc) IS USE: PRIMARY SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS HEATED STRUCTURE? YES (Whole Bldg) YES (Part[s]of Bldg) ❑ NO ❑ DESCRIBE WORK SQUARE FOOTAGE: (proposed) I ST FLOOR sq. ft. 2ND FLOOR Mf/' 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 ❑ NO ❑ Ifyes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS 3 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. 1 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 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 OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLI ION OF 80 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Gt ZP'> ZD Signatur ,of OWNER(Must be sinned by the OWNER) —Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 50 J5t—?m0r 0(1SZ PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY i COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health L��' 'hysical and Mailing Address: 615 WA)der St.,Bldg 8,Shelton, WA 96584 L®'N G Shelton Phone: (360)427-9670 ext 352 ❖ Fax (360)427-7798 PLUMBING & MECHANICAL PERMIT APPLICATION Permit#: -00 OWNER INFORMATION: CONTRACTOR INFORMATION: R --NAME:-----_-rtM NAME: MAILING ADDRESS: V& MAILING ADDRESS:CITY:- NEE 1�HONkI4 A TE: ZIP: ^ASS PHONE: STATE: T P —fie t 2nd PHONE: EMAIL: EMAIL: rp e_i J r►1 L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER (12 Digit Number): Zoning: LEGAL DESCRIPTION (Abbreviated): SITE ADDRESS: A000 C; V l c;>iLDOP 91 CITY: /�Reir7.3� DIRECTIONS TO SITE ADD ESS:/A11&una' 1� DO `3 .Fke, im(, W (= ab nrn rop A'Wnd>'Z� 4 VWLVS f_ AeV cu tea j TYPE OF JOB/WORK: NEW ADD ALT REPAIR OTHER USE OF BUILDING Liiavw PLUMBING FIXTURES MECHANICAL UNITS [] Electric in-wall heaters(no tee) )e of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Type Fees i uilet(s) Fumace [E/G/LPG] Bathroom Sink(s) Heat Pump [E/G/LPG) Bath Tub(s) \ o Ductless H.P. X— [E/G & Shower(s) Spot Vent Fan Water Heater(s) [E/G/LPG] Propane Tank X ( al.] Clothes Washer(s) l [E/G/LPG] Gas Outlet(s) Kitchen Sink(s) Heat Stove [E/G/LPG/W] Dishwasher(s) Kitchen Exhaust Hood —K — Hose bib(s) Z Dryer Vent Other Solar Panel Other Other Plumbing Subtotal Mechanical Subtotal Plumbing Base Fee Mechanical Base Fee final Inspection Fee Final Inspection Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER acknowledges 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 OF WORK IS BY MEANS OF INSPECTION. /INA�Cf7VITY OF THIS ERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X O ig/'3-2-01 Z O/1 Signature of p lican ,/ X- �[7�1r1 .L-�'i Wcr/nwneR neCao Print Name leDEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS O Building O Fire Marshal-. O Permit To (OTC permit only) 1`isii ii5��n-"r]:': I?Tt�:/jVVt4hN.CO.fT.c,iQ1?.Wa.I;S/COn1fTtUn Yl:_dev/ Rev:3/08,20117 i i (moo 4o �jf�dr,,r1 �d4`o �lL. Li v4� en 1,7 pa�)Zoo{C;l 1 l I5 r - It CI Arc%L - � 1 kA +. 4D - 0 Nrn n a 0 5a, 3d Lb o � Ductless mini split / Effecient faucets o { 0 �tovs� 'S1�-�dtl�rlt_ 6/29/2020 Mail-Gmm@co.mason.wa.us Bld2020-00498 Genie McFarland Mon 6/29/2020 10:08 AM To:Garrett, Timothy A (Tim)CIV USN NAVSHIPYDIMF PGS WA (USA) <timothy.garrett@navy.mil>; H v..we,mae&a,few add VL&rLa l items no,c&mplai?,yo-c ur review, ca.VL you/lrri v %w the origi+iall C&yt, taru.ct'w-w PLa*w for the ga,rag e an&nw k,e.,u k a,d eta(I sheet wLth,the i vLte,ri o-ir wall ccnStructlbo, typel, theme ex i t4u Ens larLaw r val ae,i w the/wa i, f laor a*i&a tcl whew youw drop of the.,pope rwo k/just knock ck o-w the,front g'c ,k d o oar, that's-are secret codes! Mason County Permit Assistance Center and Building and Planning Departments are currently closed to the public. Staff are continuing to work for you either from home, in the field or in the office. To find out how we are operating TODAY, please visit:http://www.co.mason.wa.us/community-services/building index.php. (�e4�MCFCWZCL ,L& t erwu tSpeciaJi4t- PmmSco:nw sc-w.wa ak 1.360.427.9670 eyt. 284 or 354 V. /-4t)u.— Z. 10 https://owa.co.mason.wa.us/OWA/#path=/mail/sentitems �� MASON COUNTY • COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health Tim Garrett 10/22/2020 Permit#:BLD2020-00498 Parcel#:32003-42-00020 Project Description:Garage/storage conversion to Living/Occupied space Dear Applicant, Our office has received the plans for the project described above. Unfortunately, it has been determined the required documents are incomplete, do not comply with Mason County adopted building codes, or lack the required clarity as noted within the 2015 International Residential Code (IRC)/International Building Code (IBC). To complete the Building Department review,the following information will be needed; 1. Provide a floor plan that includes all fixture locations (Kitchen and bathrooms), smoke detector, and carbon monoxide detector locations. 2. How is compliance with section M1507.3 (Whole-house ventilation) being achieved? Please include this to the submitted plans or scope of work. Also, the bathrooms located on the second level note a 720 cfm fan will be installed. These proposed fans are over sized and if installed will require make-up air. Please note that bathrooms only require a 50 cfm fan be installed. Revise plan to reflect the minimum code requirement or provide specifications for the installation of the required make-up air. 3. Provide a completed WSEC/ventilation code compliance application and heating/cooling system size worksheet. These forms/worksheets can be found at the following links; a. https://www.co.mason.wa.us/forms/Community Dev/iecc wsec.pdf b. http://www.energy.wsu.edu/Documents/Heat Sizing code%20specs final 2015.xis 4. Provide a detail for the deck or landing servicing the sliding door located in the living room. Please include size of deck (length and width), guardrail requirements, and stair construction if installed. 5. How will the floor/slab of the proposed heated space located on the first level (bathroom and entry way) be insulated. Per the inspection records there is no note regarding the slab being insulated prior to placement. Heated space must comply with the building envelope requirement noted in chapter 4 of the 2015 Washington State Energy Code (WSEC). Please review this chapter and ensure compliance is properly noted on the submitted plans. *Please note that additional information may be needed once documents listed above have been received and reviewed. When you have compiled/corrected the requested information please submit it to the Mason County Building Department. Resubmissions maybe emailed to myself or delivered to the Building Department. Please ensure the permit number and name of applicant are included on the resubmitted documents. If you have any questions or concerns as it may relate to this matter, please feel free to contact me directly. Sincerely, Joshua Luck Building Inspector/Plans Examiner Mason County Building Department (360)427-9670, Ext. 726 Jluck@CO.MASON.WA.US Page 2 of 2 I Scope of work: ADU 4060 Grapeview Loop road Tim Garrett 360 552-5551 /�� 067,5 Structures current state: I4/ders��t Framing complete to include upstairs space; framing has been signed off with Mason County and is on file. 200 amp service is complete and signed off by L&I,the complete structure has been wired to include upstairs living space. This too has been inspected and signed off by L&I. Current plumbing up stairs and down stairs is roughed in waiting for Mason County inspection. Scope to finish ADU: Heating: Currently cadet heaters have been wired in and this will be accompanied along with a mini split ductless heating and cooling system, approximately 3 zones anticipated. Propane All appliances (hot water heater,washer dryer, dishwasher)other than the cook range will be electric, cook range will be propane. Each bathroom (3ea) two up one down will have a 720 CFM exhaust fan,the range will have a mechanical fan hood. Insulation will be R-21 in the walls, R-30 in the exposed floor area, blown in R-38 in the ceiling, use of card board baffles for ceiling and air flow separation will be in use. Sheet rock will consist of 5/8 fire rated on upstairs ceiling, double 5/8 on any ceiling under a living space. inch on all walls. Dry wall will be fire tape and finished. 1 Scope of work: j h l`j W UJL bQ..`t Y(.t, YY1&,, 404 . Lxt6 (frl 40cfa c 4060 Grapeview Loop road Tim Garrett 360 552-5551 W�. V1' 1'(t� Structures current state: -I ppove � -A�- rY 2.01'I-- OGLE l C-) Framing complete to include upstairs space; framing has been signed off with Mason County and is on file. 200 amp service is complete and signed off by L&I, the complete structure has been wired to include upstairs living space. This too has been inspected and signed off by L&I. Current plumbing up stairs and down stairs is roughed in waiting for Mason County inspection. Scope to finish Heating: Currently cadet heaters have been wired in and this will be accompanied along with a mini split ductless heating and cooling system, approximately 3 zones anticipated. Propane All appliances (hot water heater, washer dryer, dishwasher) other than the cook range will be electric, cook range will be propane. Each bathroom (3ea) two up one down will have a 720 CFM exhaust fan, the range will have a mechanical fan hood. 2"qj Insulation will be R-21 in the walls, R-30 in the exposed floor area, blown in-R-38-in the ceiling, use of card board baffles for ceiling and air flow separation will be in use. Sheet rock will consist of 5/8 fire rated on upstairs ceiling, double 5/8 on any ceiling under a living space. inch on all walls. Dry wall will be fire tape and finished. 61040 L►cl r �b�"� �l� '�N( 36,11 fv G i A CA M � ► 3D- HIGH EFFICIENCY HVAC �. 5A-EFFICIENT WATER HEATING 1-7 4 Q 5 it 0 } ® kc)10 '5 4D } i w4 D Ou4�Ad �? �t ovs� 'jNo1c1r1L SCALE: 1'=80' EXISTING WELLCNFIELD 4 0 EXISTING DR 100' WELL RADIUS EXISTING S RUCTURE TRA H TANK C2 GAL OR LARG R) NuWATER BNR500 2019 �O LE N❑UT N -� 1000 GAL PUMP TANK u P� Pow EXISTING c$ MANIFOLD/ DRIVE VALVE CONTROL BOX PANEL W/ AUDIO „ o VISUAL ALARM a * 3BDR ADU GARAGE ol INLET AG BUILDING P 3 \",-2' SCH 40 TRANSPORT TPI 50' SETBACK FROM OHW 607t PRIMARY AND \�� PROJECT/ OWNER/ LOCATION, RESERVE DRAINFIELDS. ��`�� »il, `9%1 SINGLE FAMILY SEPTIC DESIGN SOIL LOGS~ '� _ - TIM GARRETT 4060 E GRAPEVIEW LOOP ROAD TP1 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 ! PARCEL 12108-22-00050 MASON COUNTY WA HINGTON k 43045 . ENGINEER TP2 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 / �- --- - - ENVIROTECH ENGINEERING MOTTLING 2 36' ��/(��N \`� 6127119 ; PO BOX 984 BELFAIR, WASHINGTON 98528 TP3 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 360-275-9374 MOTTLING 2 24' REVISED 10/31/19 SITE PLAN Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Heating System Type: O All other Systems Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instruct4°ns _ Design Temperature Difference(AT) 47 Shelton ♦�„'. pT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area instructions Conditioned Floor Area(sq ft) 1,440 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.0 11,520 ' Glazinq and Doors U-Factor X Area = UA Instructions 0.30 167 50.04 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions t (_dSelettR-value . No selection 0 --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R 38 Vented �_-.__ ♦ 0.027 1,440 38.88 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions } 0.056 1.049 58.74 R-21 Intermediate Floors U-Factor X Area UA Instructions _-' --- ""— ¢ 0.029 1,440 41.76 Below Grade Walls(see Figure 1) U-Factor X Area UA Instrnctlon5 i _-____ --.- rSelect R-value ♦ - No selection 0 --- Slab Below Grade(see Figure 1) F-Factor X I Le�n9th� UA Instructions — t No selection �J - I Select mndrtionmg ♦ 1 -- Slab on Grade(see Figure 1) F-Factor X Len th UA Instructions "--..---—"--"- -- - ' Select R-Value ♦ No selection 0 --- Location of Ducts Instructions _ Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 189.42 Envelope Heat Load 8,903 Btu I Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 5,848 Btu/Hour Volume X 0.6 X AT X.016 Above Grade Building Design Heat Load 14,750 Btu/Hour Air Leakage+Envelope Heat Loss Below G..d` Building and Duct Heat Load 16,226 Btu I Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 20,282 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) ® MASON COUNTY DEPARTMENT OF COMMUNITY SERVICES �JV % ��0 BUILDING DIVISION SATON (360)427-9670 BELFAiR (360) 275-4467 Elma (360) 482-5269 FAX: (360)427-7798 WEB SITE: www.co.mason,wa.us a 615 W ALDER STREET, SHELTON 98584 !!� v 2015 International Energy Conservation Code, as amended by WAC 51-11 (IECC) Effective July 1, 2016. Ventilation code provisions are located in the 2015 International Residential Code (IRC), 2015 International Mechanical Code (IMC), & 2015 International Building Code A complete energy code application form will include information that clearly identifies compliance methods for heat sizing, thermal envelope, and whole-house ventilation. This form includes compliance instructions and information needed. Energy code compliance information, forms, worksheets, and educational information is also available on the Washington State University Extension Energy Program (WSU-EP) website. To access the website go to http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx . The website includes a heat system sizing calculator. Submit a completed heat sizing calculator worksheet when the building permit is submitted. In addition to the heat sizing calculator the website has helpful compliance information and worksheets for prescriptive and component performance options along with a glazing schedule. INSTRUCTIONS: Complete the Mason County Energy Code application and submit with a heat sizing calculator available on the WSU-EP website, see item # 4 below: 1 Identify the compliance method. The most common and simplest approach is the prescriptive method for energy code compliance. See prescriptive table R402.1.1 located in the instructions. The Performance Alternative approach referenced in IECC Section R405 may also be used for energy code compliance. For more information contact Mason County Building Department staff at (360) 427-9670 ext. 352 or WSU Energy Program at (360) 956-2042. Compliance must be shown on your construction drawing in addition to this application. 2 Identify the whole-house ventilation compliance method. A ventilation system must be installed in accordance with The International Residential Code, Section M1507. The most common ventilation methods include a whole-house ventilation system using exhaust fans (M1507.3.4) and a whole-house ventilation system integrated with a forced-air system (Ml507.3.5). Other ventilation systems include whole-house ventilation system using a supply fan (M1507.3.6) and whole-house ventilation system using a heat-recovery ventilation system (M1507.3.7). Ventilation openings are required in each habitable room in accordance with M1507.3.4.4. If you need additional information we recommend that you discuss with your heating and ventilation system professional. In addition Mason County staff will be happy to discuss the options if you are not sure which compliance option will work for you. 3 Identify the Additional Energy Efficiency Requirements listed in Table R406.2. The drawings included with the building permit application must show and identify which options have been selected and the point value of each option. Each one and two-family dwelling unit and townhouses are required to achieve the following minimum number of credits: a) Small dwelling units: less than 1500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Additions to existing building that are greater than 500 sq. ft. of heated floor but less than 1500 sq ft of area. Requires 1.5 credits b) Medium dwelling units that are not included in (a) above {small dwelling}, OR (c) below{large dwelling) Requires 3.5 credits EXCEPTION: Dwelling units serving R-2 occupancies shall require. Requires 2.5 credits. 1 (R-2 occupancy is Residential occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses, Boarding houses (non-transient) with more than 16 occupants, Congregate living facilities (non-transient) with more than 16 occupants, Convents, Dormitories, Fraternities and sororities, Hotels (non-transient), Live/work units, Monasteries, Motels (non-transient), Vacation timeshare properties.) c) Large dwelling unit is a dwelling unit that exceeds 5,000 sq. ft. of heated or cooled floor area. Requires 4.5 credits. d) Additions less than 500 sq feet. Requires .5 credits 4 Must provide a completed heating/cooling system size worksheet to verify compliance to IECC R403.7. The calculator/worksheet is available on the WSU-Energy Program website at: http://www.energy.wsu.edu/Documents/Heat Sizing code%20specs final 2015.xls. Staff may be able to assist with preparation of the worksheet. 5 Must meet the prescriptive option for all fenestration products. Products shall comply with the required U- factor listed in Table R402.1.3. Windows, doors, and glazed doors shall have a tested U-factor or .30 or less. When using the small dwelling option for energy credits (a) or Performance Alternative approach you must provide a fenestration schedule that identifies the square feet and U-factor of each item. Fenestration is defined in the IECC as skylights, roof windows, vertical windows, opaque doors, glazed- doors that include products with glass and non-glass glazing materials. 6 Identify on the construction drawings the location and fuel type of the heating system, water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of proposed insulation for walls, floors, ceilings, and concrete slab floors on the building plans. 7 Not less than 75% of all permanently installed lamps in lighting fixtures shall be high efficacy lamps. High efficacy lamps are defined in IECC Chapter 2 and are considered compact fluorescent lamps, T-8 or smaller diameter linear fluorescent lamps, or lamps with a minimum efficacy 60 lumens per watt for lamps over 40 watts, 50 lumens per watt for lamps over 15 watts to 40 watts, and 40 lumens per watt for lamps 15 watts or less. If you need assistance please contact Mason County Community Development at (360) 427-9670 ext. 352 or WSEC compliance information and code text is also available on the WSU-Energy Program website at: http://www.energy.wsu.edu/BuildingEfficiencv/EnergvCode.aspx Prescriptive Requirements °,' for Mason County Climate Zone 4-C, Table R402.1.1 Fenestration Glazing U-factor Area% Vaulted Wall Wall Slab don Option of Floor Vertical Skylight Ceiling Ceiling Above int°•n below grade Floor Grade (Includes doors, b Grade windows,etc. R-10, 2 ft R-21 10/15/21 int+ Heated slabs 4C Unlimited 30 .50 R-49 R-38 int ki TB R-30 require R10 full slab. n Log & solid timber wall with a min. avg. thickness of 3.5" are exempt from the above grade wall insulation requirements. All footnotes are available on WSU-Energy Program Website @ http://www.energy.wsu.edu/BuildingEfficiencv/EnergyCode.aspx 2 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/ Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of project: Total Sq. Ft. 1 s� Floor : 2"d floor: Heated Basement: of heated area:: y L4 Heating System Type: Electric wall heater O Electric Central Furnace O LPG Furnace O Heat Pump with electric furhaice O Heat pump with gas furnace �Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: Prescriptive Option Table R402.1.1 (see table on previous page) Compliance Method ❑ Component Performance, R402.1.3 — Calculation worksheets required Must Check one:: ❑ Other (Specify): Check one X Whole House Ventilation system ❑ Whole House Ventilation Ventilatio using exhaust fans&window or wall Integrated with a Forced Air ❑ Other, describe: fresh air vents (M1507.3.4). If using System (M1507.3.5) n System window vents be sure to order windows with vents. Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/iecc wsec.pdf Additional a) Description: Small dwelling units: less than 1,500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Energy `Including additions to existing building that are greater than 500 sq. ft. of heated floor Efficiency Requirem but less than 1,500 sq ft of floor area. Requires 1.5 credits ents b) Medium dwelling units that are not included in (a) above (small dwelling), OR (c) below Energy (large dwelling) Requires 3.5 credits credits EXCEPTION: Dwelling units serving R-2 occupancies shall require. Requires 2.5 required: credits. See page two for description. �•� c) Large dwelling unit is a dwelling unit that exceeds 5,000 sq. ft. of heated or cooled floor area. Requires 4.5 credits d) Additions less than 500 sq feet. Requires .5 credits (Fenestration is defined in the IECC as skylights, roof windows, vertical windows, opaque doors, lazed-doors that include products with glass and non-glass glazing materials. Describe Energy Credit Option(s):� Using Option �' �� o cel numbers : tt 3 3 (2015 WSEC,- Table 406.2) OPTION DESCRIPTION CREDIT(S) I a EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. 1 b EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 1 c EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 1 da EFFICIENT BUILDING ENVELOPE ld: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U=0.24 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfin),not interlocked with the furnace fan.Ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 5 OPTION DESCRIPTION CREDIT(S) 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 9.0 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1.5 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 Ductless Split System Heat Pumps,Zonal Control:In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts,hydronic piping,hydronic floor heating loop,convectors and radiators.All combustion equipment shall be direct vent or sealed combustion. For forced air ducts:A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space.All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic.If flex ducts are used,they cannot contain splices.Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 6 OPTION DESCRIPTION CREAK) Sa EFFICIENT WATER HEATING 51t: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.,; To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.0 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. or For R-2 occupancy,a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 5c EFFICIENT WATER HEATING 5c: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 5d EFFICIENT WATER HEATING 5d: 0.5 A drain water heat recovery unit(s)shall be installed,which captures waste water heat from all the showers,and has a minimum efficiency of 40%if installed for equal flow or a minimum efficiency of 52%if installed for unequal flow.Such units shall be rated in accordance CSA B55.1 and be so labeled. To qualify to claim this credit,the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per each housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits. Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors:The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, Provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a.Projects using this option may not use Option la,lb or lc. b.Projects may only include credit from one space heating option,3a,3b,3c or 3d.When a housing unit has two pieces of equipment(i.e.,two furnaces)both must meet the standard to receive the credit. c.Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1.Residential bathroom lavatory sink faucets:Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in accordance with ASME A112.18.1/CSA 13125.1. 2.Residential kitchen faucets:Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. 3.Residential showerheads:Maximum flow rate-6.6 L/min(1.75 gal/min)n hen tested in accordance with ASME A112.18.1/CSA B125.1 7 MASON COUNTY • COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health 415 N 61h Street, Bldg 8, Shelton WA 98584, Shelton: (360) 427-9670 ext 400 :• Belfair: (360) 275-4467 ext 400 •:• Elma: (360)482-5269 ext 400 FAX (360)427-7787 NOTICE OF INTENT TO CONSTRUCT A WELL Permit Number Payment Information Instructions � � 1. Complete Part 1. Incomplete applications will be rejected WE Receipt Number 2. Attach a plot plan and vicinity map. ❑ Cash 3. Submit this completed application with appropriate fee a 0 Check minimum of 24 hours in advance of initiating well construction. Refer to Mason County Environmental Health Date of Payment ( � fee schedule for cost. CS 4. Mason County Public must receive notification at least 24 hours prior to the drilling of the well. PART 1: Applicant/ Parcel Identification 71 QS Site Address 4�f� �? .Qr��1(Ftc( '� Start Card#� Drilling Firm ��(S �cl�<< 2�l Phone Applicant �� Z��z� Phone 3-- Mailing Address City 4 l("1I!" State Zip Z�S2T Parcel Number t 220C--)o �o � Directions to Site Z�Sp�Q.� w Q �il z\ ¢�v 4 Dv Is the well sitel�wit o 100 feet o salt/seawater? ❑Yes o If yes, a rierF� r equired. Have you applied/received (circle one) a variance? ❑Yes []No Applicant/Agent ignature PART 2: Health Department Review(Staff Use Only) YES NO TAG # AFN-otc� Called In I/ZZ;GI's ❑ Driller on Site? 5/A ❑ ❑ Is the well capped and Vented? ❑ ❑ Is there evidence of a surface seal? ❑ ❑ Is there a 2" annular space on all sides of the casing? ❑ ❑ Has the seal slumped? ❑ Ef Is the well flowing or is there evidence of other leakage? ❑ Is there evidence of cascading water? ❑ Is there evidence that the seal is at least 18 feet long? ❑ ❑ Do the well site set-backs appear to be appropriate? f ' Comments p Pass ❑ Fail Inspec or Date This form may be scan and available for pub is view on the Mason County Web site. J:\EH Forms\DRINKING WATER FORMS\Drinking Water Notice of Intent to Construct a Well.docx Revised: 1/20/2017 Printed from mason County DMA" Printed from Mason County DMS 415 N 6TH STREET, SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 400 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 Building,Plmnin%Emlrm untal Health Community H@&W ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG201 M0357 APPLICANT TIM GARRETT Phone: 360.552.5551 Address: 4060 E GRAPEVIEW LOOP RD GRAPEVIEW, WA 98546-0410 ENGINEER ENVIROTECH ENGINEERING Phone: 1.360.689.4436 Address: P O BOX 984 BELFAIR, WA 98528 OWNER TIM GARRE17 Phone: 360.552.5551 Address: 4060 E GRAPEVIEW LOOP RD GRAPEVIEW, WA 98546-0410 Site Address: 4060 E GRAPEVIEW LOOP RD Primary Parcel Number: 121082200050 Permit Description: 3 bedroom nuwater Permit Submitted Date: 09/13/2019 Permit Issued Date: 10/17/2019 Issued By: Rhonda Elliott Current Permit Fees Paid: $455.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/26/2019 (based on date of inspection) Permit Conditions: 1 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 2 Drainffeld installation not to exceed designed upslope and downslope depth specified on design form. 3 Installer is responsible for obtaining Mason County installation approval prior to backffll of system components. 4 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 5 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection, call 360427-9670, extension 400. Printed from Mason County G Printed from Masan County DMS OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: -_ c CAI SEWAGE SYSTEM APPLICATION AMOUNT C RECEIVEDB W PO Box 1666,415 N 6th Street,(Bldg 8) Shelton WA,98584 G M W Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S AVV Id Inn Fn 0 5 Z (n APPLICANT PHONE D D m m MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r— i�t 3 SITE ADDRESS-STREET,CITY,ZIP CODE W NAME OF DESIGNER PHONE (� Mc &Z -5-11aMEA1 -sIl 9 37-{ NAME OF INSTALLER PHONE iaL(L � wSb C v1S(2�,cam�'.� '3(o� 3 - ( 0 CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 C I p NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY O r'RIVATE INDIVIDUAL WELL CD ❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL 5 ❑ TABLE 9 REPAIR ❑ SINGLE FAMILY Cl COMMUNITY/PUBLIC WATER SYSTEM Z ❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: ❑ UPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE ❑ EXISTING FAILURE "Record Drawing required for all installations" r DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) O 1 2h� 14 o �D SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) []VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE []COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS o - 3 APPROVED CCU 17 2019 WAA"COUm EW"WNTAL H NYC SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPECTOR SIG URE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE �•��, ,off,` ��— _� �o�►,fey THIS FORM,MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 3/2/2015 Printed from Mason County L MS DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 1 0 8 — 2 2 — 0 0 0 5 0 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. 10 Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. 10 Cross-section sketch,including all applicable items on checklist. This form maybe scanned and avai lable able for public view on the Mason County Web site.Maximum paper sue 11 X 17 ' F 'PARCEL IDENTIFICATION, Permit Number: SWG 310 14 00151 Designer's Name: Envirotech Engineering PLLC Applicant's Name: Tim Garrett Designer's Phone Number: (360)275-9374 Mailing Address: PO Box 817 Designer's Address: PO Box 984 Allyn WA 98546 Belfair WA 98528 city State Zip state zip DE SIGN City -� ' o Treatment Device ❑Glendon Biofilte :-*4 Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑Recirculating Filter,Type: li Aerobic Unit Make/Model Nuwater/BNR500 ❑Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity Sf Pressure Cif Trench ❑Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 360 gpd Length 60 ft Daily Flow:Design Flow 270 gpd Diameter 1.25 in Septic Tank Capacity Nuwater gal Number 5 Receiving Soil Type(1-6) 5 Separation 9 ft :eiving Soil Appl.Rate 0.4 gpd/ft2 Orifices Required Primary Area 900 ft2 Total Number of Orifices 50 Designed Primary Area 900 ft2 Diameter 3/16 in Designed Reserve Area 900 ft2 Spacing 72 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 300 ft Schedule/Class 40 Elevation Measurements Length Header ft Original Drainfield Area Slope 12 % Diameter 2 in New Slope,If Altered Not Altered % Preferred manifold configuration used? ❑Yes 6�No Depth of Excavation Up-slope 10.5 in Transport Pipe from Original Grade now-slope 6 in Schedule/Class 40 Designed Vertical Separation 14+ in Length 380 ft Gravelless Chambers Required? ❑Yes 66 No ❑Optional Diameter 2 in Pump Required? 66 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 10 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 27 gal Orifice 35 ft Chamber Capacity 1000 gal Uppermost Orifice❑Higher ❑ Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 29.3 gpm RfTimer C�Elapse Meter G1Event Counter _)culated Total Pressure Head 44.9 ft Pump off 143 min Comments Field adjust timer for adequate dosing. OCT 17 2019 MASON COLOM ENVIRONMENTAL LYC DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 8 -- 2 2 -- 0 0 0 5 0 Permit Number: SWG 1,0 i 9 —0 0 3 5 7 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 5d Test hole locations E9 Drainfield orientation and layout Reference depth from original grade: 66 Soil logs E6 Trenchibed dimensions and Cf Septic tank 66 Property lines critical distances within layout 9 Drainfield cover 66 Existing and proposed wells D-BoxNalve box locations Reference depth from original grade within 100 ft of property 66 Septic tank/pump chamber and restrictive strata: 0 Measurements to cuts,banks, and locations i6 Laterals,trench/bed,top and surface water and critical areas 19 Observation port location bottom Z Location and orientation of 69 Clean-out location ❑ Curtain drain collector curtain drain and all absorption E6 Manifold placement ❑ Sand augmentation components 96 Orifice placement Other cross-section detail: 6� Location and dimension of 56 Lateral placement with distance 9f Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 6d Buildings 6f Audible/visual alarm referenced Yes No 66 Direction of slope indicator E6 Scale of drawing shown on scale ❑ Cf Design staked out 66 Waterlines bar E6 ❑ Recorded Notices attached 66 Roads, easements,driveways, ❑ Ed Waiver(s)attached parking 59 ❑ Pump curve attached R1 North arrow and scale drawing ❑ 9 Evaluation of failure shown on scale bar Non-residential justification ❑ Cif Waste strength ❑ 9 Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Rf Yes ❑ NT CLYDg�S7"6/27/19 `��eE Signature of Designer Date � ky The undersigned has reviewed this design on behalf of Mason County Public Health and t°0; compliance with state and local on-site regulations: �SSIONALET�'� lo�l��iy nvironmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:_( 0 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Printed from Mason County DM 0 Updated Date: 12/7/2015 Printed from Mason County DMS SCALE: 1'=80' EXISTING WELL(NFIELD 0 APPROVE EXISTING DR 100' WELL RAD US 5t Nov a a 2019 Zo MASON COUNTY E R E NMENTAL HEALTH EX TING RUCTURE T TANK C2 L OR LA G R) NuW TER BNR500 NOV D ; 'Z019 00 LE NUU cu BY M��__T .� 1000 GAL P P TANK ti ti� Pam, yy XI TING v� M NIFOL / RI E V LVE PANEL W/ AUDIO > C NTROL BOX ISUAL ALARM 3BDR ADU f GARAGE ol ° INLET s AG B ILDING P 3 2' SCH 40 TRANSPORT s TP 50' SETBACK FROM ❑HW 607t �o o- a ti do PRIMARY AND Eti CLYDF S PROJECT/ pVNER/ LOCATIOrh RESERVE C;Z`P of��'�SK,ti T'��,t, SINGLE FAMILY SEPTIC DRAINFIELDS• :� . ti DESIGN SOIL LOGS TIM GARRETT 4060 E GRAPEVIEV LOpP ROAD TP1 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 PARCEL 12108-22-00050 ,QMASON CMJNTY, WAS14INGTON TP2 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 �Gk�C � IR� ��` ENVIROTECH ENGINEERING MOTTLING E 36' `rs/pNAL ti 6/z�/a9 PO BOX 984 BELFAIR, VASHINGTON 98528 TP3 0-3' TOPSOIL OVER SANDY CLAY LOAM, TYPE 5 360-275-9374 MOTTLING @ 24' REVISED 10/31/19 SITE PLAN u! 2' D1A. TRANSPORT PIPE (TYP) u SCHEDULE 40 PVC I SCALES 1'=10'-O' W LIMITS OF DRAINFIELD W 12Z SLOPE N VALVE TRENCH (TYP) o CONTROL BOX 10 I- } � �J FT (TYP) F� U RESERVE DRAINFIELD�I OBSERVATION AND CLEANOUT PORTS (TY (SEE DETAILS) U Q SCH DIA. LATERAL (TYP) SCHEDULE 40 PVC PIPE 60 FT (TYP) '9 FT (TYP) ��-RESERVE DRAINFIELD �- 1.25' FEEDER LINE (TYP) -RESERVE DRAINFIELD , �} i.�.i RESERVE DRAINFIELD RESERVE DRAINFIELD PROJECT/ OWNER/ LOCATION- P�t. CLYD,E ST SEPTIC SYSTEM DESIGN G� �e WASy/ ��' TIM GARRETT 4060 E GRAPEVIEW LOOP ROAD ;tee PARCEL 12108-22-DO050 �I MASON COUNTY, WASHINGTON ENGINEER, f) �� POVBOXT984 ENGINEERING ,� 43045 ok '(,IS , �]�' BELFAIR, WASHINGTON 98528 DRAINFIELD PLANVIFW �sSlpNALCNC,` 6�17�19 360-275-9374 DRAINFIELII DETAILS VALVE BOX WITH CLEANOUT ORIGINAL SUBGRADE SURFACE NATIVE SOIL AND ❑BSERVATION PORT VALVE BOX WITH CLEANOUT BACKFILL 1.25' DIA. LATERAL FINISH FILTER FABRIC (SEE NOTES) AND ❑BSERVATION PORT SCHEDULE 40 PVC GRADE 0 TO 6' FINISH FILTER 1EDULE -127 SCHEDULE DIA LATERAL FABRIC ORIGINA >> SCHEDULE 40 PVC GRADE GRA r - 12' DEEP BACKFILL (NATIVE SOIL) THREADED, REMOVABLE 2' ::'• i. CAP ,•''^:''j` !'r' ', SWEEPING ELL 12' 34 IN OR FLEX HOSE 6' 2 f ;:' :.1;• 3/16' DIA ORIFACES 10,5' MAX SPACED e 6 FT O.C. ORIENTED AT 12 O'CLOCK TRENCH 9.25' 341+ UN DISTURBED__,,—4' SOIL 12' + DEPTH 6' 6� -• 3/4' - 2 1/2' GRAVEL, TRENC CLEAN EPTH �-� 36' �I 121+ UNSUITABLE SOIL UNDISTURBED OR HIGH WATER SOILS DRAINFIELD TRENCH-SIDE VIEW NOT TO SCALE DRAINFIELD TRENCH CROSS SECTION ON SLOPING GROUND AP P ROV EtyCALE NOTESo 7 20t� 1. OBSERVATION PORTS SHALL BE OCTi I 4-INCH PVC WITH A TEE GLUED AT CLYDF BOTTOM. PORTS SHALL BE INSTALLED WITHIN 2 FEET OF ALL TRENCH ENDS, `Z` 4 WAS/,r/ '9), MASON COUNTY EWWONMENT�FIEA�TH 2. LARGER OBSERVATION PORTS, 6-IN LYC PVC, MAY BE USED IN CONJUNCTION '� 2 tLT RAL (TYP) WITH COMBINING THE CLEAN-OUT PORT y RAINFIELD WITHIN THE OBSERVATION PORT, FLOW CONTROL 3, NOT MORE THAN 24 INCHES OF VALVE (TYP f BACKFILL IS PERMITTED OVER DRAIN ROCK. VALVE CONTROL BOX �d WITH LOCKING LID ,Q 43045 �I �X', �GISTER� SSIONALF�� 6/17/19 PROJECT/ OWNER/ LOCATION, 90 DEG LATERAL (TYP) SEPTIC SYSTEM DESIGN ELBOW TO DRAINFIELD TIN GARRETT SLOTS AS REQUIRED 4060 E GRAPEVIEW LOOP ROAD PARCEL 12108-22-00050 TRANSPORT PIPE WASHED ROCK DRAIN SUMP MASON COUNTY, WASHINGTON FROM PUMP CHAMBER TOP VIEW SIDE VIEW ENGINEER ENVIROTECH ENGINEERING PO BOX 984 GENERAL VALVE CONTROL DETAIL BELFAIR, WASHINGTON 98528 NOT TO SCALE 360-275-9374 DRAINFIELII DETAILS 4.3367 FINISH GRADE lr 12' COVER MIN. 36' NAx I PVC (TYP) ACCE 1 2' COUPLING a REDUCER MASTIC PVC TRANSPORT LINE TO MANIFOLD/ VALVE BOX 2•TEE 1' PVC SLUDGE ALARM FLOAT RETURN UNE 6 2•PVC TRASH CHAMBER DIGESTER CHAMBER CLARIFIER ASTM 3034 OPERATING GPAaTY:417 QALLONS OPERATING GPAortY:m 04LLows CHAMBER TIGHTLINED PRIMARY FLOAT FLOOD GPACM4W GALLON! FLOW WACMY:a GALLOru 100 GALLON! SOLID PIPE F M GAL 58' 50' 34• 0.II89 53' REDUNDANT FLOAT DKF'USER BAR (2) FLOAT STEM PARALEL TO TANK WALL SLUDGE RETURN L5' TAPER I I I (—III-I I EFFLUENT PUMP STONE-FREE NATIVE SOIL (SEE PUMP CURVE FOR SIZE) OR COMPACTED SAND UNDISTURBED, LEVEL, COMPETENT TYPICAL NuWATER TANK DETAIL OVER STONY SOIL SUBGRADE OR 6' LAYER OF GRAVEL NOT TO SCALE ABOVE FIRM SUBGRADE TYPICAL PUMP CHAMBER DETAIL NOT TO SCALE O -r INLET CLEANDU7 NUWATER DWALLATION (CAPPED) mflrnmx� 24• RISER (TYP) 24' BLOWERmmosoldin r HOUSING CAST 0 - w M�iwK I..wa r.w r a.a.*..u+.r a wmTOP Of II I + art b M"w Ntds,Wql»I vdisrssw II I ,A.htYffig oft wslr,0YvWNr�wlr SEWAGE FLOW pawoa bwdw"dw"ddq. I 11012' Rt.SER I FROM HOUSE TO q pewommova V, Q� O L — — — JL — — — JL_ SEPTIC TANK E NPMbm uyrrrrwraMwmgmkWbybmd Ci 1/4' FALL PER I LINEAR FOOT tl(Ma�"0 ltoM dkowok 'Otsf!`bno@n wrwwlspetank G NuWATER TANK TOP VIEW ASTM 3034 +� �sst rweMrtwwW~� pRO / OWNER/ LOCATION NOT TO SCALE TIGHTLINED SOLID PIPE NOTES, SEPTIC SYSTEM DESIGN CLEANOUT DETAIL � CLYDE 1. SEPTIC TANK CAPACITY SHALL BE A MINIMUM OF 500 GALLONS NOT TO SCALE p�� S� TIM GARRETT PER DAY, OR PER PREVAILING HEALTH DEPARTMENT REQUIREMENTS. 1G`2`�pF 1V A$/.//yn9J� PARCEL 12 08 22 000500 P ROAD 2. PUMP TANK CAPACITY SHALL BE A MINIMUM OF 1000 GALLONS, �r 2 MASON COUNTY, WASHINGTON OR PER THE PREVAILING HEALTH OFFICIALS' REQUIREMENTS. 3. SEPTIC TANK AND PUMP CHAMBER SHALL BE CONSTRUCTED OR THIS ON-SITE SEPTIC SYSTEM IS DESIGNED MANUFACTURED WITHIN THE GENERAL ACCORDANCE OF THESE TO TREAT SEWAGE TYPICAL OF A SINGLE ENGINEER DETAILS AND SPECIFICALLY 7O THE PREVAILING HEALTH FAMILY RESIDENTIAL SOURCE. PERFORMANCE ENVIROTECH ENGINEERING OFFICIALS' REQUIREMENTS. TESTING SHALL NOT EXCEED THE FOLLOWIN C P❑ BOX 984 4. IF GRAVEL BEDDING IS USED, BEADING SHALL BE LEVEL k 43045 v BELFAIR, WASHINGTON 98528 AND EXTEND AT LEAST 12' BEYOND THE TANK FOOTPRINT. CARBONACEOUS BIOCHEMICAL Pr4AND, IS ng O� rlPSTeR� �w 360-275-9374 5. PUMP TO BE / °ECTED IN VAULT OR OTHER APPROVED TOTAL SUSPENDED SOLIDS �S C+ PROTECTION F :ODE AND PUMP MANUFACTURER. OIL 6 GREASEi 0 MQ/ S70NALFN 6127119 TANK UtTAILS SEPTIC TANK AND PUMP CHAMBER 1. INSTALL ALARM SYSTEM TO WARN OF HIGH WATER LEVEL. P 'ySTALL ANTI-SIPHON VALVE ABOVE PUMP IN THE PUMP CHAMBER. STALL A 1/8 INCH MESH, NON-CORROSIVE PUMP SCREEN OR BID TUBE. IF PUMP SCREEN IS UTILIZED, MUST CONFORM TO INDUSTRY AND/ OR ASHINGTON/ COUNTY STANDARDS. 4, FOR INSTANCES WHEN THE PUMP CHAMBER IS AT A HIGHER ELEVATION THAN THE DRAINFIELD, A 1/8' HOLE SHALL BE DRILLED IN THE DISCHARGE PIPE ABOVE THE PUMP IN ORDER TO DECREASE SIPHONING. 5. SEPTIC TANK SHOULD BE LOCATED AS CLOSE TO THE HOUSE AS MINIMUM SETBACK REQUIREMENTS WILL ALLOW (10 FT). THIS WILL MINIMIZE THE NEED FOR STEP DOWNS. 6, THE PUMP CHAMBER SHALL BE WATERTIGHT PER PREVAILING WASHINGTON STATE OR COUNTY STANDARDS, T A MINIMUM OF 18 INCHES REQUIRED BETWEEN BOTTOM OF PUMP CHAMBER AND PUMP INLET. 8. PROPRIETARY SEWAGE TANKS SHALL BE HANDLED AND INSTALLED PER MANUFACTURERS REQUIREMENTS. 9. SEPTIC SYSTEM USE SHALL BE IN ACCORDANCE WITH MANUFACTURERES RECOMMENDATIONS. TRENCH 1, TRENCHES SHALL BE GENERALLY EXCAVATED ALONG THE CONTOUR OF THE EXISTING GRADE. 2. TRENCHES SHALL BE EXCAVATED SO THAT THE TRENCH BOTTOM IS LEVEL, t0.5 INCHES. 3. INSTALL OBSERVATION PORTS AS SHOWN IN THE DRAINFIELD DETAILS. 4, THE BOTTOM AND SIDES OF ALL TRENCHES MUST NOT BE SMEARED, INSTALL DRAINFIELD DURING DRY WEATHER. ANY SOIL SMEARING MUST BE REMOVED BY HAND TOOLS. DRAINFIELD LATERALS AND TRANSPORT LINES 1. INSTALL LATERALS PARALLEL TO THE TRENCH BOTTOM. 2. PLACE LOCATOR TAPE ABOVE ALL LATERALS. 3. INSTALL CLEAN-OUT PORTS AT ALL DISTAL ENDS OF THE DRAINFIELD, SEE THE DRAINFIELD DETAILS. 4. TRANSPORT LINES BENEATH DRIVEWAYS OR OTHER TRAVELLED WAYS SHALL BE ENCASED WITH LARGER DIAMETER PIPE OR SLURRY.. 5. INITIALLY PLACE LATERALS, MANIFOLDS AND ALL CONNECTIONS WITHOUT GLUEING, WITH THE ORIFACES IN THE 12 O'CLOCK POSITION. AFTER PRESSURE TESTING AND HEALTH DEPARTMENT APPROVAL, ROTATE LATERALS SO THAT ORIFACES ARE POSITIONED AS SHOWN IN THE DRAINFIELD DETAILS, THEN PERMANENTLY ATTACH. 6. ASTM 3034 PIPE AND FITTINGS SHALL BE TIGHTLINED TO AND OUT OFTHE SEPTIC TANK, FILTER FABRIC 1. PLACE FILTER FABRIC OVER DRAIN ROCK PRIOR TO BACKFILL. 2. FILTER FABRIC SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS, AND AT LEAST MEET WASHINGTON STATE AND/ OR COUNTY STANDARDS, PROPERTY REQUIREMENT TEST METHOD GRAB STRENGTH 80 LBS ASTM D4632 PUNCTURE STRENGTH 25 LBS ASTM D4833 TRAPEZOID TEAR 25 LBS ASTM D4533 APPARENT OPENING ADS < 0.297 mm, OR #50 US STANDARD SIEVE ASTM D4751 SIZE > #50 US STANDARD SEIVE 'RMEABILITY 0.4 CM/SEC FOR SOIL TYPES 1 AND 2 ASTM D4491 0.004 CM/SEC FOR SOIL TYPES 2, 3, 4, 5 AND 6 INSPECTION AND MAINTENANCE L IF BIO-TUBE IS USED, REMOVE AT LEAST ONCE PER YEAR AND FLUSH INTO TANK. 2. IF A PUMP SCREEN IS UTILIZED, INSPECT EVERY 6 TO 12 MONTHS, AND CLEAN AS NECESSARY. 3. INSPECT ALL FLOATS, AND TEST HIGH WATER ALARM EVERY 6 TO 12 MONTHS. 4. A CERTIFIED MAINTENANCE SPECIALIST SHALL INSPECT AND MAINTAIN ON-SITE SEPTIC SYSTEM PER COUNTY REQUIREMENTS. MISCELLANEOUS 1, ENCASE ALL WATER LINES WITHIN 10 FEET OF SEPTIC AND DRAINFIELD AREAS. 2. STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM THE SEPTIC AND DRAINFIELD SYSTEM. 3. CURTAIN DRAINS SHALL NOT BE PERMITTED WITHIN 10 FEET UPSLOPE AND 30 FEET DOWNSLOPE FROM THE EDGE OF THE DRAINFIELD AND . 4. ALL MANHOLE LIDS AND PORTS FOR ACCESS, SAMPLING OR INSPECTION MUST HAVE LOCKING COVERS. 5. FOR MULTIPLE TRENCHES THAT ARE EXCAVATED AT DIFFERENT ELEVATIONS, CHECK VALVES SHALL BE INSTALLED BETWEEN LATERALS. 6. A SURVEY WAS NOT PERFORMED BY THE SEPTIC DESIGNER. IT IS THE OWNER/ CONTRACTORS' RESPONSIBILITY TO LOCATE ALL EXISTING AND PROPOSED PROPERTY LINES, WATER LINES, WELLS, BUILDINGS, SURFACE WATERS, DRAINAGE FEATURES, CUTS AND EMBANKMENTS. THE SEPTIC SYSTEM SHALL BE INSTALLED AND LOCATED BEYOND MINIMAL SETBACKS FROM THE AFOREMENTIONED FEATURES PER APPLICABLE WASHINGTON STATE AND/ OR COUNTY REQUIREMENTS. 7. ALL SEPTIC SYSTEM COMPONENTS, MATERIALS AND WORKMANSHIP MUST MEET OR EXCEED WASHINGTON STATE AND/ OR COUNTY REQUIREMENTS. B. DEVIATION FROM THIS DESIGN WITHOUT PRIOR WRITTEN APPROVAL FROM THE SEPTIC DESIGNER AND THE COUNTY HEALTH DEPARTMENT VILL INVALIDATE THIS ON-SITE SEWAGE DESIGN SYSTEM. 9. SOIL CONDITIONS MAY BE DIFFERENT, SUCH AS DIFFERING VERTICAL SEPARATIONS OR CHANGE IN SOIL TEXTURE, WITHIN THE SUBGRADE IMMEDIATELY SURROUNDING THE EXCAVATED TEST PITS, THIS COULD EFFECT THE DESIGN AND OPERATION OF THE ON-SITE SEWAGE SYSTEM, ENVIROTECH SHOULD BE NOTIFIED TO RE-EVALUATE THIS DESIGN, IF SIGNIFICANT SOIL CHANGES OCCUR. APPROVED DESIGN SOIL OCT 17 2019 100% TYPE 5 I PROJECT/ OWNER/ LOCATION- APPLICATION RATE MASON COUNTY ENWONMENTAL HEALTH SEPTIC SYSTEM DESIGN 0.4 gpd/sf LYC PAL c 1) ST TIM GARRETT OF WAS/i/ 9> 4060 E GRAPEVIEW LOOP ROAD DESIGN FLOW �ti �C <<`y PARCEL 12108-22-00050 �r MASON COUNTY, WASHINGTON A : 120gal/bedroom/day, y 6 CRITERIA, 3 BEDROOMS (120gal)(3 bedrooms) = 360 gpd ENGINEER, ENVIROTECH ENGINEERING DRAINFIELD AREA 43045 PO BOX 984 BELFAA = (DESIGN FLOW/ APPLICATION RATE) G�` RFCISTER� 360-2 5 WASHINGTON 98526 = C360 gpd/ 0.4 <gpd/ft>^2) 900 sf less G\� 360-275-9374 fONAI.E� 6127/79 DESIGN NOTES FOR 3 FT WIDE TRENCHi (900sf/ 3ft) = 300 LF OF LATE! ` Pump Curve, Capacity& Total Dynamic Head METERS FEET 40 130 WEtSM — — SERIES:WE 120 SIZE:'/.'SOLIDS 35 RPM:3500& 110 1 100 1 i -► 5 GFM 30 � _� I 5 Fr i 25 f 80 20 70 JJ 211 60 i 15 50 Wl� O 40 l0 30 5 20 10 0 00 10 20 0 40 5D 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr c4pAcrtr Owner shall research pump manufacturer and their products to optimize cost,efficiency,and lifespan based on the required capacity and dynamic head provided herein. Capacity Oriface design= 1 oriface/6 linear ft for a total of 50 orifices @ 3/16 in diameter Q,,= 11.79d2h0 5 gpm,where d=oriface diameter(in),h=residual head(2 ft) =0.586 gpm QT=Qo(110. of orifices)=(0.586gpm)(50) QT=29.3 gpm Total Dynamic Head HE =35ft HR =2ft f=L(Q/K)1 B5 ft for PVC conforming to ASTM D-2241 or D-1785 L=length of pipe(ft) Q=flow(gpm) K=constant in relation to nominal pipe diameter and schedule/class of pipe Total Dynamic Head(HT)=Elevation Head(HE)+Residual Head(HR)+Friction Loss(f) HT=35ft+2ft+7.9ft HT=44.9 ft APPROVED PEL CLYDF sT L�DOE W:aSy�� 7��y 0 OCT 172019 MASON COUN7Y EM/IRONWNTAL HEALTH ISTER °,c FC/STER�ss�OLYC XAL1r�c'� 6/27/19 M Envirotech Engineering Garrett PO Box 984 4060 E Grapeview Loop Road Belfair, WA 98528 Parcel 12108-22-00050 360-275-9374 Mason County, Washington Printer. I _ ason County CAM Printed from Mason County DMS 1 I + M I c 9 I f _ OL r I R a C � � R �X 1 x _ It ' a imp jC1.6 o � 1 ok , f