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HomeMy WebLinkAboutBLD2016-005925 SFR - BLD Permit / Conditions - 8/4/2016 Inspection Line (360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2016-00592 OWNER: JOHN UPCHURCH RECEIVED: 6/27/2016 CONTRACTOR: LICENSE: EXP: ISSUED: 8/4/2016 SITE ADDRESS: 18920 E STATE ROUTE 106 BELFAIR EXPIRES: 2/4/2017 PARCEL NUMBER: 122063100070 LEGAL DESCRIPTION: TR 7 OF GOVT LOT 4 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR FOLLOW ST RT 106 TO SITE ADDRESS ON THE RIGHT SIDE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp.Area. No. of Bathrooms: 2 Occ. Group: R-3/U Lot Size: Deck: 600 Type of Work: NEW Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:1,224 Garage-Attached 650 Valuation: $ 175,497.10 Building Height: 18 Occ. Status: Primary Basement: Covd Porch 68 Manufactured Home Information Setback Information Shoreline & Planning Information : y Make: Length: Ft. Front: N 200.0 Ft. Shoreline: Ft. Water Body: No Model: Width: Ft. E Rear: 52 .0 Ft. Slope: Ft. Shoreline Desi Side 1: 25.0 Ft. 9 Not Applicable Year: Serial No.: Side 2: W 80.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 2 Furnace<100K 1 Plan Check Fee GMM 6/27/2016 $922.58 S2 2 01 600 000 001 Lavatories 2 Heat Pump 1 EH Plan Review GMM 6/27/2016 $ 205.00 S22 01 6 000 000 01 Bath Tubs 2 Ventilation Fan 3 Planning Review Fee GMM 6/27/2016 $205.00 S2201600000001 Showers 1 Propane Tank 1 Building State Fee EAE 7/25/2016 $4.50 S1201600000001 Water Heaters 1 Gas Outlets 3 Building Permit Fee EAE 7/25/2016 $ 1,419.35 S1201600000001 Clothes Washer 1 Propane Stove 1 Mechanical Base Fee EAE 7/25/2016 $28.50 S1201600000001 Kitchen Sink 1 Exhaust Hood 1 Mechanical Permit Fee EAE 7/25/2016 $237.90 S1201600000001 Dishwasher 1 Dryer Vent 1 Plumbing Base Fee EAE 7/25/2016 $24.70 S1201600000001 Hosebibs 4 Plumbing Permit Fee EAE 7/25/2016 $ 101.90 S1201600000001 Total $3,149.43 BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 1 of 6 CASE NOTES FOR BLD2016-00592 CONDITIONS FOR BLD2016-00592 1) On-site septic system final installation required prior to temporary/final occupancy. 2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-80�982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X� 3) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Depa prior to any further inspections being performed or approvals granted. X 4) Owner� gent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. 5) TH=ATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 6) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Xuildi gepartment prior to any further inspections being performed or approvals granted. O 7) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from R406.2 shall be completed as follows: X k64i BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 2 of 6 8) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from R406.2 shall be completed as follows: 5a Efficient water heater with EF of 0.93 minimum. X 4z, 9) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in %<or'/2 sheets. The Mason County Permit Center will also have some available. X �- 10) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X 4=6r 11) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X 9JeL BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 3 of 6 12) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. X Z� 13) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such oads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X � ,� 14) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be X ar � Ashall be collected by the Building Department prior to any further inspections being performed or approvals granted. 15) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in per ev tion. X 16) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi=regulation, must be reviewed and approved by Mason County prior to construction. X 17) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector s II be made prior to requesting additional inspections. X {y6 18) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All Propane tanks between 125 and 500 gallons must be located a minimum of 10' from any building, possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Setback to the public way, or access easements shall be the greater of 25-ft or as specified in the Mason County Development Regulations. Setback to property lines shall be the greater of 10-ft or as specified in the Mason County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective bollards must be instal X BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 4 of 6 19) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall not b e�it the final inspection has been performed and approved by a Mason County building inspector. X 20) All property lines shall be clearly identified at the time of foundation inspection. X 21) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason,County ordinances and building regulations. X T 22) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit hold revented action from being taken. No more than one extension may be granted. X 23) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall re tt ched to the approved building plans. X 24) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connec,$or's,�nd flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 25) Retaining walls needed to support a surchh uch as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. XT 26) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Appr e Ste Plan"to ensure these structures are shown and meet the setback conditions listed. X 27) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR RQAD WAY. X A � BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 5 of 6 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. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Signa urel Date 16OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2016-00592 Please refer to the following pages for conditions of this permit. Page 6 of 6 Name 43 Se o Y1 t4 Parcel 4 12 2-0 6—3 1 -O W 10 BLD#B4 d ZO(f O — Q OSCI o� BUILDING Mason County Department 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 for Stormwater -_-rr.% Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County websitep__L ) http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". JUL 0 7 2016 Regulated activities shall be conducted only after Mason County Public Works approves a stb mwate W%Atreet (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 Slorm Drainage on Small Lots, The Small Parcel Slormwaler Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A)VThe 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. s EE C- eo 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/d rain field 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 GAgent'Contractor(circle one)Date: -5'3 1 ' co Page 2 of 2 Name Parcel# 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 surface'. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural developme t including construction, installation or expansion of a building or other structure,and/or replacement of impervious surfac that is not part of a routine maintenance activity,and land disturbing activities associated with structural or imperviou/similarly ent. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parkinage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces w impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as irfaces. To Calculate Impervious Surfaces Please Complete Thi Table Surface Type Length X Width = Area *All mensions in feet Buildings X = X = Measur ents for buildings are taken at the X _ pens e r of the farthest projections(example: eaves/gutters) X = Driveways X = X = 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 = Any paved, gravel or packed area per definition above table X = Others X = 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 Surfac Area(sum of all areas) If the Total Imp? us Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon th tnformation 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 • MASON COUNTY COMMUNITY SERVICES DEPARTMENT Permit Assistance Center SHELTON (360)427-9670 BELFAiR (360) 275-4467 Elma (360) 482-5269 FAx-. (360) 427-7798 WEB SITE: www.co.mason.wa.us 615 W.ALDER ST. SHELTON, WA 98584 2012 International Energy Conservation Code, as amended by WAC 51-11 (IECC) Effective July 1, 2013. Ventilation code provisions are located in the 2012 International Residential Code (IRC), 2012 International Mechanical Code (IMC), &2012 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/2012EnergyCode.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 at the end of the instructions. The component performance approach referenced in IECC Section R402.1.4 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. 2 Identify the whole-house ventilation compliance method. A ventilation system shall 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 (Ml507.3.6) and whole-house ventilation system using a heat-recovery ventilation system (M1507.3.7). 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 shall 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 area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc), or additions to an existing building that is less than 750 sq. ft. of heated area. —0.5 points b) Medium dwelling units not included in a) above {small dwelling), OR c) below{large dwelling}— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. — 2.5 points. 1 4 Provide a completed heating/cooling system size worksheet to verify compliance to IECC R403.6. The calculator/worksheet is available on the WSU-Energy Program website at: http://Www.energy.wsu.edu/BuildingEfficiency/EnergyCode/2012EnergyCode.aspx. Staff can also assist with preparation of the worksheet. 5 To meet the prescriptive option all fenestration products shall comply with the required U-factor listed in Table R402.1.4. 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 component performance approach 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 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 40 lumens per watt for lamps 15 watts or less, 50 lumens per watt for lamps over 15 watts to 40 watts, and 60 lumens per watt for lamps over 40 watts. Questions? Call Mason County Community Development at (360) 427-9670 ext. 352. WSEC compliance information and code text is also available on the WSU-Energy Program website at: http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode/2012EnergyCode.aspx. Prescriptive Requirements °,' for Mason County Climate Zone 4-C, Table R402.1.1 Fenestration Glazing U-factor Area % Vaulted Wall Wall Slab d on Option of Floor Vertical Skylight Ceiling Ceiling' Grade w int c below grade Floor Grade (Includes doors, windos,etc. 4C Unlimited .30 .50 R-49 R-38 R-211 10/15/21 int R-30 R-10 int TB Visit the WSU Energy Program website at: http://www.energy.wsu.edu/BuildingEfficiencV/EnergyCode/2012EnergyCode.aspx or call (360) 427-9670 ext. 352 for footnote information. Log & solid timber wall with a min. avg. thickness of 3.5" are exempt from the above grade wall insulation requirements. MASON COUNTY COMMUNITY SERVICES DEPARTMENT WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) l : pe ofpro, n jahn r # pro, -2-No- L M III Re"Ao %'ic9, Total Sq. Ft. 15 Floor : 2" floor: Heated Basement: of heated area:: 12 7-4 a , �- y:. Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace JUL 0 �0!� • Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: ■ 5 W. Alder Mreet- Prescriptive Option Table R402.1.1 Compliance Method ❑ Component Performance, R402.1.3 — Calculation worksheets required Check one:: ❑ Other (Specify): Check one Whole House Ventilation system 9ntegrated Whole House Ventilation µ Other, Ventilation using exhaust fans&window or with a Forced Air describe: System wall fresh air vents (M1507.3.4) System (M1507.3.5) 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/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and 5 non-glass glazing materials. —0.5 points • b) Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): Using Option number(s): S� FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (If needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Manufacturer Location U-Factor Size Quantity Total rough opening) Square Feet "J Total Fenestration: windows, skylights and door area WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 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%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 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%. lc EFFICIENT BUILDING ENVELOPE Ic: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 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%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 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 high efficiency fan(maximum 0.35 watts/cfm),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 option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery 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. 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: 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% 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 HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 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: 2.0 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 at least one 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.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 800/6 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. , 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF o 093 and for both cases 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.b 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 shall specify the maximum flow rates for all showerheads, kitchen sink faucets and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 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 or Water heater heated by ground source heat pump meeting the requirements of Option 3c. 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. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation 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. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 82 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test b. 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 Al 12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate-6.6 I/min(1.75 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. MASON COUNTY COMMUNITY SERVICES PERMITASSISTANCE CENTER: Permit No: °" • BUILDIPJG• PLANNING• FIREMAR5HAL Recv'd: - 615 W. Alder St - Shelton, WA 98584 i. RECEIVED _ Phone Shelton:(360)427-9670 ext 352 Fax:(360)427-7798 Phone Oelfair:(360)275-4467 Phone Elma:(360)482-5269 JUL 0 7 2016 40 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORM R�INFORMATION: CONTRACTOR INFORMATION: NAME:-SOhn K.LtechUfCk* A- �ann&�nr� NAME: �.�fonda o, fQYd YI&I 4 L MAILING ADDRESSj?b 810y, )i4q(o MAILING ADDRESS:(,3 2 I F 0I2_oGJ CITY:13ei!{aif- STATE:A_ZIPRG 62 CITY'S0 tictrrrn°` A STATE: P _ZIP: �jz _ PIIONE#1: 3(p0 = (o`7+-I Cv y '1�{ PHO'l CELL:2-00 (o& QGi PHONE#2: 26 3 - l 9, - e6,1 6ia EMAIL : b for) 0ft(� (Al nq EMAIL: D ma` G n r, 0 ' h L&I REG# ° 2 EXP. CONTACT PERSON : OWNER ® CONTRACTOR ❑ *OTHER/See Below ❑ *NAME: G n rn�P_{+ I J e tn h i+- MAILING ADDRESS: d E)(9 k I q�Io CITY: 'bQ I fG i v- STATE: ZIP: b Z6 PHONE:2_5 ELL: EMAIL: c rY,& ` G 0 PARCEL INFORMATION: *PARCEL NUMBER(12 Digit Number) I Z 2-0(D ' 3 ( ' Q O n `7 Q ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT •SITE ADDRESS I r6�1a•© j(� IQ(Ji CITY D RECTIONS TO SITE ADDRESS on 10(o , 1 S ro rth o f W d • Oh fir'1' I1-(- "4, fi hn Jg iail mi 1 IS THE PRO ECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[ NO ❑ IS PROPERTY ITHIN 200 FT: (Check all that apply): SALTWATER[ LAKE❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ TYPE OF WORK: NEW V ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Ete.) �e�j1�Y)CQ., IS USE: PRIMARY ® SEASONAL ❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS & HEATED STRUCTURE? YES (Whole Bldg) ❑ YES (Part[s] of Bldg) ® NO ❑ 4`CMG` oy, rd �L - P_k DESCRIBE WORK I a a �C.,k�. W00 Y` I10YY1Q_GY1 3+ a( Cet,- (Valuation/Project Bid Amount: $ eC(D Q.1 OW . 60 ) SQUARE FOOTAGE: •1ST FLOOIYI 1 22 )q, ft. 2ND FLOOR sq. ft. 3RD FLOOR sq.ft. BASEMENT sq. ft. DECI �q. ft. COVERED DECK sq. ft. STORAGE sq. ft. OTHER sq. ft. *GARAGE, tjO�sq. ft. Attached[{Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME N: *4 COPIES OF THE FLOO AN RE IRED* AI{E MODEL YEAR LENGTH WIDTI BEDROOMS BATHS SERI UMBER 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 or owner's legal representative. 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 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. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Signature of OWNER ate DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PERMIT SPECIALISTS Intake: Approved&Ready for Pick-Up: Visit us oli-lilae: Iittp://www.co.i-nasoii.wa.us/comi-nunity_dev/ Rev. 112712016 by J8N �e - 2 E 0 co ,- MASON COUNTY COMMUNITY SERVICES permit No:�f31C� PERMITASSISTANCE CENTER: �' •BUILDING•PLANNING•FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 RECEIVED Phone Shelton:(360)427-9670 ext. 352 Fax:(360)427-7798 Phone Belfair. (360)275-4467 Phone Elma:(360)482-5269 JUL 0 7 2016 1R54 _ ` LU MBING & MECHANICAL PERMIT APPLICATOW.AJd®r Strut OWNER INFORMATION: CONTRACTOR INFORMATION•nn (NAME. O h n Upd AJ . Se nw ,f NAME: Y'a 1 dt/n ®' b w wP,,r lJ6YY W 6U 1 jE W MAILING ADDRESS:PQ MAILING ADDRESS: CITY:' e i-6 I'Y- STATE: ZIP: 2c CITY: STATE: ZIP: 1s`PHONE: 360 (pLJJLJ PHONE:260 b690,151 CELL: 2udPHONE: L `d ( E II : b ardodwuQYc�aMC �1 . Cam EMAIL,: p `G yj n CA h >CC'Yn L&I REG# PARCEL INFORMATION: *PARCEL NUMBER(12 Digit Number): 12.7-No" 6 7 o Zoning: LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS: '?9 2-0 rj Z CITY: I DIRECTIONS TO SITE ADDRESS: Gib 1Y1 i f av, 1 Y'CD rf t CM '�IChI USI Mi YYII TYPE Oy JOB NEW V ADD ALT REPAIR—�OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS-IST FLOOR �/ 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS\, Type of Fixture No.of Fixtures Fees Fuel Type:Electn' LPG Natural Gas Ductless_ Toilets Type of Unit No.of Units Fees Bathroom Sink o`L Furnace Bath Tubs f Heat Pump 1 Showers ilSpot Vent Fan Water Heater Propane Tank Clothes Washer f Gas Out s- Kitchen Sinks I Woo G ellet Stove i Dishwasher Kitchen Exhaust Hood 1 Hose bibs Dryer Vent i Other Solar Panel Other C Base Fee GG5 `�,An�t I Base 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. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICA ION. x4&AAA� Signature of ffjApplicant D to xA� '�,1► Owner/Owners Representative/Contractor Print Name (Circle one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Visit us on-line: http://www.co.mason.wa.us/community_dev/ Rev:1/27/2016 /aN Design —OVe rview— 1 Sewage System General Notes:Onsite Consulting ServicesThis system was designed based on State and Local regulations for onsite sewage disposal systems as well as The State Department of Health R,S,and Gs for Subsurface Drip Systems, It is the installer's responsibility to assure that the installation Post Office Box 226 Wauna, WA 98395-0226 360-443-6161 253-312-4409 oes.sewage@gmaii.com meets these same regulations,the design,and the manufacturer's warranty. Any changes must be approved by the designer. Maximum Trench Installation Depth is 6 inches below curre t• e. � ; � �_ NNING / / This system is designed for a single family residence with a sewage flow of 360 Gallons per day peak,225 gallons p_, day Additional cover(Sand,Loamy-sand)may be needed—see detail. Off/ �. .,c�� average with a waste strength of no more than 220 mg/I BOD5, 100 mg/I TSS,and 21 mg/I FOG. It was designed to include a / (DCS ON"0► garbage disposal. The sewage application rate is 0.60 gal/emifter/day. The primary and reserve drainfields contain at least Partial Listing of Key Components in System: / /� , 675 lineal ft and 1013 ft2 each. Item Size Model /Q �"� • The boundary and dimensions shown on this plan are approximate,intended to show the approximate relationship of the Trash Tank 1,000 gallon one comp Hagerman Precast / �;, system to various improvements. The elevations are applicable only to the drainfield area at the time of design. ATU BioRobix/NuWater NR B-500 NR in a 1,250 gallon tank Tank Lids Fiberglass size as needed Orenco Systems Inc Eff. Filter PL-122 Polylok or OSI Easy-pak � 0 50 100 • Any alterations to the site or changes in the plan may affect the applicability of this proposal and necessitate redesign and Pump Tank 1,250 gallon one comp Hagerman Precast Scale 1"= 100' resubmittal at an additional expense. Such changes should be reviewed prior to system installation. Panel GeoFlow Time-dose metered GE0115-Sim-Auto or GE0230-Sim-Auto Press.Reg. Geoflow PMR-50MF The septic tank has been replaced with a Trash tank and a Proprietary Advanced Treatment Unit. Installation and Forcemain 1" PVC Sch40 maintenance must adhere to the manufacturer's requirements and State Health Guidelines,including a perpetual monitoring Headworks GeoFlow WH-75 contract and locking lids to the surface. Filter GeoFlow AP4E-75 orAP4E-100 g Valves G Hayward Ind.Plastic Ball Valve • The drainfield is a subsurface drip system with filter,components,and drip Imes manufactured b Geoflow. Laterals GeoFlow PC emitters 0.53 gph 1.5'spacing p y p p � y Valve Boxes 708/910 size as needed Carson Industries s Flow Meter 1" Bagder Meter Recorciall m0 A flow meter is to be installed(access to grade in a Carson Box)after the Headworks. Use Geoflow or equivalent with reading ein gallons per minute and total gallons. artial Listing of Key Elements to this Proposal: �� 35 Vacuum breakers(as specified)are to be installed at the high point and low point of each dripline zone. n...ewom zmx • The system is designed for residential strength waste. `� o"�" • The system is designed for 360 gallons per day peak,225 gallons per day — f ,2 5'�8� • Driplines are to be interconnected in pairs as shown. average flow. " ems p • Pressure testing is required for designer approval. If pressure in the drip system is not less than 50 psi,a pressure • The laterals are driplines installed as described elsewhere. re • Pretreatment unit is an Advanced Treatment Unit. "° M regulator is required. • A Vortex Filter must be installed in the Headworks assembly. • All tanks include risers with lids with locking lids to grade over access points. = • All tanks,Headworks,monitoring and maintenance points must include access to the surface via locking gas-tight lids. • "Turbine"pump to be installed in OSI Bio be Pump Vault. + valves too . No soil is to be moved within the drainfield area. Encroachments with improvements and trafficking over the area may render • At least four Air-vacuum breaker valves be installed in each zone. the drainfield unusable. If water and sewer lines cross,the waterline must be eighteen inches above the sewer line. Both must • Headworks assembly includes a flow meter and at least two pressure be sleeved. gauges or gauge stems. • After dripline installation,the area must be planted or seeded. Grass is preferred. _ R M E��—D • The responsibility for the maintenance and covering of the soil log holes lies with the owner or client. Supply Line Quick Coupling From Pum Fie,,�Flow meter _ p A Filter Note: r��!, Vortex Filter(AP4E or Pressure Gauge Vortex Filter 615.V` Alder Street �°,,,�i4 v . manufacturer's recommendation) (optional) f 9O` required after pump before dripline. ii ZwAutomatic Filter Flush Valve — --- Provisions must include flushing- ick Coupling see manufacturer's requirements. ® ' Pressure Gauge+�K-� P LA N I N G . d.�. Air vent / ' To Tr t e L S ETBAC S AR E M EAS U From Field Il"' De is Old T FROM T E FURTHEST ��♦ `��� � � Automatic Field Flush Valve >e a Return Line OJECTIO OF THE BUILDI 11Z �° ♦ +� AP ROVED APPROVED SON C.O TY DCD PLA NING ��° II � ��% PUE ,.1�1 _ SITE PLAN RE UIRED TO SE o SITE /' - Site ' JUL 1 3 2016 S RJET TO AP VAL ,3 ' Legend Component Specifications: (1) Pipe Elevation(I.E.) Component Model /' �► �' r,rasz — Part.Let,Trench,or Bed(see Detail) ATU BioRobix/NuWater B. Vicinity ap -P =w-.- •+S l�dl1 � � — Reserve Let,Trench,or Bed(see Detaiq P.O.Box 3097 Battleground,W 98604 ;� �`. '! —Forcemain,Transport Line(see Detaiq 360-687-7668 ®Septic Tank(see Detaiq Drip System GEOFLOW Geoflow,Inc.307-N W. ©Pump and Wet Well(see Detaiq Tremont Ave.Charlotte,NC 28203 ®Prop.Aerobic Device(see Detaiq 800-828-3388 Client; Site Address: Page 1 0 Cleanout .n>:�r o. ♦ Benchmark John Upchurch �. — 18920 East State Route 106 �- m Survey Marker Site Drawing Source: „ •Pf 4 Belfair, WA 98528 ° �o of A. Step Down This site drawingis not a survey. The information was based on various sources. Bound and P.O. Box 1496 ` � ❑ Distribution Box(see Detaiq y �� site dimensions are approximate,intended to show the general relationship of the system to .s- --- Interceptor Drain Belfair, WA 98529 TR 7 of Govt Lot 4 �� Revised 6/22/16 Header Manifold(see Detaiq various improvements. Elevations are applicable only to the sewage system at the time of design 5100149 Soil Log Hole q•$TEPHE c..wECKER... Drawn By: EF Parcel# 12206-31-00070 1 ES 11 ®ate:1 0/1 5 Drawing Source- - ---- JCTOnsite Consulting Services Design - Ovei -' This site drawing is not a survey. The information was based on various sources. Boundary and r ---- site dimensions are approximate,intended to show the general relationship of the system to - - - = --— Post Office Box 226 Wauna, WA 98395-0226 360-443-5161 253-312-4409 005.5���`/iac v Iill Cc;,i various improvements. Elevations are applicable only to the sewage system at the time of design N @� " W tJ (�0 /) { -L=j - tOCS�w �— ^ CD —200 \ , ,!/ \�� _4JCD O Waterline z o be Sleeved Three Bedroom Single 3 "_' 1 202 ,- - -----3 /Across Driveway ciea -out Family Residence r+ 100% Reserve Drainfield t. 15 30 Stubout @ 143 SA16A Drip System 675 Ln. Ft. >1013 ft.2 l Scale 1 =30 ,y f'_ lines 1.5' O.C. 03 0 1 Trash Tank 1,000 gal. 1-comp. �' - • w � 206 � u, - � -\Heady rks ATD 1 W ,500 gal. Tank ' 1 Pump Tank 1,250 gal. 1"PVC Sch 40 Supply line 08 \ 1"PVC Sch 40 Return line 140 =Transportline To be Sleeved Across Driveway 10 z3 cD 3 212 Driveway: Primary Drainfield = 3 Drip System � Bin 213_ B 675 Ln. Ft.(12@60') Flow Meter ' >1013 ft.2 2 21 Approximate 75' (Appropriate for sewage flow) 1.5.'O,C, Installed in Carson Box with access to Finished Grade on supply line 21 21 L d®ems Existing stumps to be removed�'lev8 •Stubout 142 from Drainfeld Area. - Trash Tank ` 22 Inlet = 141.5. Outlet = 141.3 160 �\ ATD r----- lnlet = 140.8 t+ Outlet = 140.5 a Soil Log Notes. 6/11/16 Pump Tank Inlet = 140 Pump = 135.5 1) 0-22" Gray Very Fine Sandy-loam r 2) 0-24" Tan Gravelly Fine Sandy-loam 3) 0-24" Tan Gravelly Fine Sandy-loam AP Q.l �E �, �--- Legend Mason County Health Inspector Present at time of soil log excavation." JUL I� 3 2 0 7�j Crime Pipe Elevation(LE) Pen.Let,Trench,or Bed(sea Detail) Z —Reserve Let,Trench,or Bed(see Detail) _ —Forcemain,Transport Line(see Detaiq ®Septic Tank(see Detaiq ©Pump and Wet Well(see Detail) ®Prop.Aerobic Device(see Detaiq Client. Site Address: � Cleanout � >> ` ♦ Benchmark p Q� Survey Marker John Upchurch Q 'Page G ,4, Step Down �� 18920 East State Route 106 �' - ❑ Distribution Box(see Detail) Belfair, WA 98528 �.bo " ,,� 1 -P� of _ P.O. Box 1496 hem` — — Interceptor Drain �" <o� 4 (� Header Manifold(seeDataiq Belfalr, WA 98529 TR 7 of Corot Lot 4 h� 2 Revised 6/22/16 5100149 4`� CD Soil Log Hole -80 �� a rn=240 O?STEPHEN C... KER"• Drawn Bd RF+ f A�..e_i.[[ A ]7 nn_ n,a nnn�n _ LICFNRFrI nGcini.i�o