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HomeMy WebLinkAboutBLD2025-01057 Ground Solar - BLD Inspections - 11/25/2025 INSPECTION CARD Mason County 615 W.Alder St. Building 8, Shelton,WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# BLD2025-01057 PROJECT ADDRESS 651 W Benthein Rd Elma,WA 98541 PARCEL# 619301300000 PROJECT DESCRIPTION GROUND MOUNT SOLAR-40 ARRAYS OWNER WILSON SCOTT&JILL ADDRESS PO BOX 698 PHONE 406-490-1549 CONTRACTOR ADDRESS PHONE CONTRACTOR LICENSE LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Common Line or Critical Area I BLD-Final Inspection —7- Footing Inspection 1 , MASON COUNTY COMMUNITY SERVICES 7 . PERMIT ASSISTANCE CENTER: R 1 1 •BUILDING •PLANNING •FIRE MARSHAL 615 W. Alder St- Shelton, WA 98584 SEP - 4 2025 •) www.co.mason.wa.us / Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-77!915 W. Alder Street Phone Be/fair:(360)275-4467• Phone Elma:(360)482-5269 --- PLUMBING PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Scott and Jill Wilson NAME:Owner MAILING ADDRESS:Po Box 698 MAILING ADDRESS: CITY:Elma STATE:WA ZIP:98541 CITY: STATE: ZIP: I"PHONE:406-490-1549 PHONE: CELL: 2"d PHONE: EMAIL :__________________________________ EMAIL:ruffcutrecovery@gmail.com L&I REG# EXP. II PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):619301300000 Zoning:rural residential 5 LEGAL DESCRIPTION (Abbreviated):N1/2 SW NE ELY OF DECKER CREEK SEE SURVEY 6/60 SITE ADDRESS:651 W Benthein Rd CITY Elma DIRECTIONS TO SITE ADDRESS: From Matlock take a left on Matlock-Brady Rd. Travel 11 miles and turn left on W Schafer Park Rd. Travel 0.7 of a mile and turn left on W Benthein Rd. Travel 0.8 mile on paved road and onto gravel road and turn left at wooden gate for 651 W Benthein Rd. TYPE OF JOB: NEW ✓ ADD= = = ALT REPAIR = OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS- I ST FLOOR=2`D FLOOR=BASEMENT=GARAGED OTHER = PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric=LPG=Natural Gas=Ductless= Toilets Type of Unit No. of Units Fees Bathroom Sink Furnace Bath Tubs Heat Pump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other Solar Panel 40 Other Base Fee Base Fee TOTAL PLUMBING 0 TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL ALIDATE THE APPLICATION. X 8-20-25 Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL /1 Vicini Map W 5AT50F roperty lines Established By Other MAPLE GLEN 1315.55 R Approximate Land Size 13.q acres o Subject Parcel �� Ov 1 C�6 F' Cie Schafer Park J Creek is over 40 below the house elevation ��GNpFE House Is approx 314 ft from the flood plain Approx FEMA flood plain Is near the 145'contour line Array to ordinary high water mark 200 ft r 145 Owners: House to Greek Approx 225 ft array to property line 160 ft Proposed Soar WILSON, SCOTT & JILL Solar — PO BOX bg8 II ELMA WA 88541 Bite Address: 651 W BENTHEIN RD, ELMA 88541 / house to proposed array approx 175 ft Parcel#61930-13-00000/ITiiGounty Zoning: RR5 R=100' I Snow load:25# ' Well pprox 214 ft Proposed Propane Tank \ _ approx 30 ft from house APPROXIMATE ARE / A Stomwater Through FOR FUTURE SFR \ Natural Vegetallo \ i Septic nk to house 15 ft rainfleld approx 90 ft G ^ I 1 House top rrA l e approx 225 R - -1 7 Locked Gate 60'Eas, � 1315.54 ft N \ 1 , 0' 40' 80' 120' \AScale: r-60' �r CanadianSolar TOPBiHiKu6 -• N-type Bifacial TOPCon Technology MEMO YP 9 � 555W - 580W Y CS6W-555 1560156515701 575 J 580TB-AG FRONT BACK MORE POWER Module power up to 580 W 580 W Module efficiency up to 22.5% 12 `= Enhanced Product Warranty on Materials Years I and Workmanship* EXTRA Up to 85%Power Bifaciality, POWER more power from the back side Linear Power Performance Warranty* Years / .�" Excellent anti-LeTID&anti-PID performance. Low power degradation, high energy yield 1 year power degradation no more than 1% Subsequent annual power degradation no more than 0.4% *According to the applicable Canadian Solar Limited Warranty Statement. = Lower temperature coefficient(Pmax): 0.29%/°C, „..................................... increases energy yield in hot climate MANAGEMENT SYSTEM CERTIFICATES* ISO 9001:2015/Quality management system c$) ISO 14001:2015/Standards for environmental management system Lower LCOE&system cost ISO 45001:2018/International standards for occupational health&safety IEC 62941:2019/Photovoltaic module manufacturing quality system PRODUCT CERTIFICATES* MORE RELIABLE IEC 61215/IEC 61730/CE/INMETRO/MCS/UKCA/CGC UL 61730/IEC 61701/IEC 62716/IEC 60068-2-68 Ta ke-e-way Minimizes micro-crack impacts °vE osAu5( E ' UK *The specific certificates applicable to different module types and markets will vary, Heavy snow load up to 5400 Pa, and therefore not all of the certifications listed herein will simultaneously apply to the * * products you order or use.Please contact your local Canadian Solar sales representative © wind load up tO 2400 Pa* to confirm the specific certificates available for your Product and applicable in the regions in which the products will be used. ....................... ............................................................................................_ CSI Solar Co.,Ltd.is committed to providing high quality solar photovoltaic modules,solar energy and battery storage solu- tions to customers.The company was recognized as the No. 1 module supplier for quality and performance/price ratio in the IHS Module Customer Insight Survey.Over the past 22 years,it has successfully delivered around 100 GW of premium-quality cnlar mnriiilpc arrncc the world I4,IGINE RING DRAWING(mm) CS6W-570TB-AG/I-V CURVES Rear View Frame Cross Section A A 74 14 ----- „� A-A B - h 13 13 Hw 12 12 0.149 Hab 10 l 10 fj 9' 9 8 Bi i \\ 11 ay 7 „y,u,xy,n T Il ® 5 5 Mounting Hole 4 4 3 3 2 2 1 1 0 V0 5 10 15 20 25 30 35 40 45 50 55 60 5 10 15 20 25 30 35 40 45 50 55 60 • 1000 W/m' 5-C ■ ® 800 W/m' 25°C 30 1134 - 600 W/m' 45-C f 9f. 400 W/m' 65°C ■ 200 W/m' ELECTRICAL DATA I STC* ELECTRICAL DATA I NMOT* Nominal Opt. Opt. Open Short Nominal Opt. Opt. Open Short Max. Operating Operating Circuit Circuit Module Max. Operating Operating Circuit Circuit Power Voltage Current Voltage Current Efficiency Power Voltage Current Voltage Current (Pmax) (Vmp) (Imp) (VOc) (Isc) (Pmax) (Vmp) (Imp) (Voc) (Isc) CS6W-5551B-AG 555 W 42.1 V 13.19 A 51.2 V 13.64 A 21.5% CS6W-555TB-AG 420 W 39.8 V 10.55 A 48.5 V 11.00 A Bifacial 5% 583 W 42.1 V 13.85 A 51.2 V 14.32 A 22.6% C56W-560T6-AG 424W 40.0 V 10.59 A 48.7 V 11.04A Gain** 10% 611 W 42.1 V 14.51 A 51.2 V 15.00 A 23.7% C56W-565T8-AG 427 W 40.2 V 10.64 A 48.9 V 11.09 A 20% 666W 42.1 V 15.83 A 51.2 V 16.37 A 25.8% CS6W-5701B-AG 431 W 40.4 V 10.68 A 49.0 V 11.14A 5 C56W-560TB-AG 560 W 42.3 V 13.24 A 51.4 V 13.69 A 21.7% C56W-575TB-AG 435 W 40.6 V 10.72 A 49.2 V 11.19A 5% 588W 42.3V 13.90A 51.4V 14.37A 22.8% Bifacial 10% 616W 42.3 V 14.56 A 51.4 V 15.06 A 23.8% CS6W-S80TB-AG 439 W 40.7 V 10.77 A 49.4 V 11.23 A Gain** *Under Nominal Module Operating Temperature(N MOT),irradiance of 800 W/m' 20% 672 W 42.3 V 15.89 A 51.4 V 16.43 A 26.0% spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s. C56W-565T8-AG 565 W 42.5 V 13.30 A 51.6 V 13.75 A 21.9% 5% 593 W 42.5 V 13.97 A 51.6 V 14.44 A 23.0% Bifacial 10% 622 W 42.5 V 14.63 A 51.6 V 15.13 A 24.1% Gain** % 678 W 42.5 V 15.96 A 51.6 V 16.50 A 26.2% MECHANICAL DATA CS6W-570TB-AG 570 W 42.7 V 13.35 A 51.8 V 13.81 A 22.1% Specification Data 5% 599W 42.7V 14.02A 51.8V 14.50A 23.2% Bifacial 10% 627 W 42.7 V 14.69 A 51.8 V 15.19 A 24.3% Cell Type TOPCon cells Gain** 20% 684 W 42.7 V 16.02 A 51.8 V 16.57 A 26.5% Cell Arrangement 144[2 x(12 x 6)] CS6W-575TB-AG 575 W 42.9 V 13.41 A 52.0 V 13.88 A 22.3% Dimensions 2278 x 1134 x 30 mm(89.7 x 44.6 x 1.18 in) 5% 604 W 42.9 V 14.08 A 52.0 V 14.57 A 23.4% Weight 32.3 kg(71.2 Ibs) Bifacial 10% 633 W 42.9 V 14.75 A 52.0 V 15.27 A 24.5% 2.0 mm heat strengthened glass with anti- 20% Glass 20% 690 W 42.9 V 16.09 A 52.0 V 16.66 A 26.7% reflective coating CS6W-580TB-AG 580 W 43.1 V 13.46 A 52.2 V 13.93 A 22.5% Back Glass 2.0 mm heat strengthened glass 5% 609 W 43.1 V 14.13 A 52.2 V 14.63 A 23.6% Frame Anodized aluminium alloy Bifacial r 10% 638 W 43.1 V 14.81 A 52.2 V 15.32 A 24.7% Gain J Box IP68,3 bypass diodes 20% 696 W 43.1 V 16.15 A 52.2 V 16.72 A 26.9% Cable 4.0 mm2(IEC), 12 AWG(UL) *Under Standard Test conditions(5TC)of irradiance of 1000 W/m',spectrum AM 1.5 and cell temperature of Cable Length(Inclu- 350 mm(13.8 in)(+)/250 mm(9.8 in)(-)or **Bifacial Gain:The additional gain from the back side compared to the power of the front side at ding Connector) customized length* the standard test condition.It depends on mounting(structure,height,tilt angle etc.)and albedo Connector 16 or MC4-EVO2 or MC4-EVO2A of the ground. Per Pallet 35 pieces 700 pieces or 560 pieces(only for US& Per Container(40'HQ) Canada) ELECTRICAL DATA *For detailed information,please contact your local Canadian Solar sales and techni- Operating Temperature -40°C-+85°C cal representatives. Max.System Voltage 1500 V (IEC/UL)or 1000 V(IEC/UL) Module Fire Performance TYPE 29(UL 61730) or CLASS C(IEC61730) TEMPERATURE CHARACTERISTICS Max.Series Fuse Rating 30 A Application Classification Class A Specification Data Power Tolerance 0-+10 W Temperature Coefficient(Pmax) -0.29%/°C Power Bifaciality* 80% Temperature Coefficient *Power Bifaciality=Pmax,,,/Pmaxl,o,,,both Pmax,„and Pmax,,,,,are tested under STC,Bifaciality p (Voc) -0.25%/°C Tolerance:±5% Temperature Coefficient(Isc) 0.05%/°C Nominal Module Operating Temperature 41 ±3°C *The specifications and key features contained in this datasheet may deviate slightly from our actual PARTNER SECTION ............................................................................................................ products due to the on-going innovation and product enhancement.CSI Solar Co.,Ltd.reserves the right to make necessary adjustment to the information described herein at any time without further notice. A Please be kindly advised that PV modules should be handled and installed by qualified people who OVER-THE-COUNTER BUILDING PERMIT CHECKLIST FOR RESIDENTIAL SOLAR PHOTOVOLTAIC SYSTEMS: ROOFTOP MOUNTED Contractors can apply for an Over-The-Counter(OTC)permit where the PV system meets the requirements listed in this Checklist.All project plans and supporting documentation must be provided on site for the inspector. --------TO BE COMPLETED BY APPLICANTR.€CEIVED O Project Information p - 4 2025 Property Owner Name: Scott and Jill Wilson Project Address: � c 651 W Benthein Rd 619301300000 City: State. ZIP: Elma WA 98541 Day Phone: 406-490-1549 Contractor Name Owner Contractor License#: Contractor day phone: Describe project: Conventionolframed built dwelling orgarage, Sinclair Ground Array Pole structure,steel building,etc. Note: Manufactured/mobile homes require L&l Approval PV system description Canadian solar 580 X40 (include manufacturer and model#of PV modules and inverters): ©Determine if your project qualifies for expedited permitting: Yes No 1. PV system is designed and proposed for a detached one-or two-family dwelling or townhouse not more than three stories above grade or detached accessory structure that El ❑ is code compliant to setbacks and height,or code allows expansion of nonconformity for solar modules. [IRC 101.2] 2. Modules on pitched roofs do not exceed the highest point of the roof unless approved by El X the local jurisdiction. 3. Rooftop is made from lightweight material such as a single layer of composition shingles, o metal roofing, lightweight masonry,or cedar shingles. 4. The installation shall comply with the manufacturer's instructions. [IRC M2302.2] 0 ❑ 5. The installation shall meet the requirements of NFPA 70 National Electric Code, and all required electrical permit(s) must be obtained from the Authority Having Jurisdiction to El O administer the electrical code. [IRC M2302.2] 6. The installation shall meet the requirements of the International Fire Code as amended 0 ❑ by WA State. [IRC M2302.2] 7. The PV system is designed for the wind speed of the local area, and will be installed per ❑ the manufacturer's specifications. [IRC M2302.2.1(1)1 8. The ground snow load does not exceed 70 pounds per square foot. [IRC M2302.2.1(2)] 0 O 9. Total dead load of modules,supports,mountings, raceways and all other appurtenances El ❑ weigh no more than four pounds per square foot. [IRC M2302.2.1(3)] 1 Enter total dead load of system (lbs/ftz): Click here to enter text. 10. To address uplift,modules are mounted no higher than 18" above the surface of the 0 ❑ roofing to which they are affixed. [IRC M2302.2.1(4)) 11. Supports for solar modules are installed to spread the dead load across as many roof- framing members as needed to ensure that no point load exceeds fifty(50) pounds. p [IRC M2302.2.1(5)] 12. The photovoltaic modules and supporting structure shall be constructed of noncombustible materials or fire-retardant treated wood equivalent to that required for El ❑ the roof construction. [IRC M2302.2.1J 13. Roof and wall penetrations shall be flashed and sealed to prevent entry of water, ❑ rodents,and insects. [IRC M2302.2.2] Jam► 14. PV modules are listed and labeled with a fire classification in accordance with UL 1703. ❑ [IRC M2302.2.3) El Comments: If you answered yes to all of the above questions,the project qualifies for the over-the- counter permitting process. Q Submit this Checklist, Site Plan, and other required permit application forms to: [insert contact info for jurisdiction having authority] N* As the property owner or authorized representative of the above listed property, I attest that all information in this checklist is accurate to the best of my knowledge. Date: Applicant Signature: 8-20-25 Applicant Name(Please Print): Scott Wilson --------TO BE COMPLETED BY MASON COUNTY STAFF------ Qualifies for OT u ding Permit? ❑Ye Jo Permit Application#: Staff Initials Date: A a� {/1L OJ 2 MASON COUNTY COMMUNITY SERVICES Permit No -d/057 PERMIT ASSISTANCE CENTER: ` •BUILDING •PLANNING •FIRE MARSHAL • 615 W. Alder St- Shelton, WA 98584 RECEIVED ' vvww.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax: (360)427-7798 • Phone Belfair:(360)275-4467• Phone Elma:(360)482-5269 C 2025 PLUMBING & MECHANICAL PERMIT APPEJ Nfl6Ner Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Scott and Jill Wilson NAME:Owner MAILING ADDRESS:Po Box 698 MAILING ADDRESS: CITY:Elam STATE:w'a ZIP:98541 CITY: STATE: ZIP: 1St PHONE:4o6-49o-1s49 PHONE: CELL.. 2nd PHONE: EMAIL :________________________________ EMAIL:ruffcutrecovery@gmail.com L&I REG# EXP. II PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):619301300000 Zoning:n ral residential 5 LEGAL DESCRIPTION (Abbreviated):N1/2 SW NE ELY OF DECKER CREEK SEE SURVEY 6/60 SITE ADDRESS:651 W Senthein Rd CITY Elma DIRECTIONS TO SITE ADDRESS: From Matlock take a left on Matlock-Brady Rd. Travel 11 miles and turn left on W Schafer Park Rd. Travel 0.7 of a mile and turn left on W Benthein Rd. Travel 0.8 mile on paved road and onto gravel road and turn left at wooden gate for 651 W Benthein Rd. TYPE OF JOB: NEW II ADD=ALTI I REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS— 1sT FLOOR 2`D FLOOR=BASEMENT I GARAGE=OTHER[— PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric=LPGONatural GasI Ductless= Toilets Type of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs Heat Pump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other Solar Panel 40 Other Base Fee Base Fee TOTAL PLUMBING 0 TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permitlapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL ALIDATE THE APPLICATION. 8-20-25 Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL MASON COUNTY COMMUNITY SERVICFiS, Name l II�DLn. Permit#: / S7 Occupancy Type Square Footage Valuation Amount Total Valuation (VB) (sq. ft. x valuation) Residence/Addition/Basement . $167.37 $ Garage/Storage $66.48 $ Unfinished Basement $31.50 $ Deck 15 W• $17.00 $ Carport/Covered Deck $24.00 $ Other $ TOTAL VALUATION $ Estimated Plan Review Fee: $ Planning Dept. Review Fee [$275, $450, $100]: $ 7I O Environmental Health Review Fee: $ Fire Access & Grade Review Fee [$97.00]: $ ADD - Address Application Fee [$185.00]: $ GEO - Geo-technical Review Fee [$300.00]: $ ADV - Review Fee[$130.00] $ WAT - WAT Fee: Other: TOTAL DUE WHEN PERMIT IS SUBMITTED: $ The estimated plan review fee is based upon information provided at the time of application and is subject to change. Planning Department fee is a flat fee which is due when permit is submitted. Building permit fee, mechanical fees, and plumbing permit fees will be calculated during plan review. The balance of all other fees will be collected when permit is issued. ESTIMATED BUILDING PERMIT FEES Building Permit Fee (ICC, Table 1 — Building Valuation Data) $ O Estimated Mechanical Fees (U.M.C., Table 1-A). $ :;-2 Estimated Plumbing Fees (U.P.C. Table 1-1) $ State Fee: $25 $6.50 $ Technology Surcharge: Other: $ Estimated Building Permit Fees WHEN PERMIT IS READY for pickup:.. (*all fees subject to change w/o notice) GRAND TOTAL $ e - Mason County Mason County - Division of Community Development 615 W. Alder St. aN'C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2025-01057 GROUND MOUNT SOLAR PROJECT DESCRIPTION: GROUND MOUNT SOLAR 40 ARRAYS ISSUED: 10/14/2025 SITE ADDRESS: 651 W BENTHEIN RD ELMA EXPIRES: 04/12/2026 PARCEL: 619301300000 APPLICANT: WILSON SCOTT&JILL OWNER: WILSON SCOTT&JILL PO BOX 698 PO BOX 698 ELMA,WA 98541 ELMA,WA 98541 406-490-1549 FEES: Paid Due State Fee-Residential $6.50 $0.00 Final Inspection $97.00 $0.00 Technology Surcharge $1.94 $0.00 Solar/PV Fee $760.00 $0.00 Solar/PV Base Fee $30.00 $0.00 Planning Residential Review $275.00 $0.00 Fee Totals : $1,170.44 $0.00 REQUIRED INSPECTIONS Common Line or Critical Area Setback Inspection- Required BLD-Final Inspection prior to any other inspection — -- — — — _ _ _ _ _ _. _... _ ___ _ ._ Footing Inspection CONDITIONS Printed by:Genie Mcfarland on:10/14/2025 09:13 AM Page 1 of 4 0 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GROUND MOUNT SOLAR BLD2025-01057 * 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 UNLESS OTHERWISE APPROVED. * The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency (ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation)of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org Printed by:Genie Mcfarland on:10/14/2025 09:13 AM Page 2 of 4 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GROUND MOUNT SOLAR BLD2025-01057 * The installation of solar(thermal or photovoltaic)energy systems to provide space heating or cooling, hot water and swimming pool heating shall conform to Chapter 23 of the International Residential Code, Chapter 14 of the International Mechanical Code, Uniform Plumbing Code, the International Fire Code, and be shall be listed and labeled in accordance with UL1703. Roof mounted panels shall weigh no more than 4 lbs per square foot. Supports for solar panels are to be installed to spread the dead load across as many roof-framing members as needed to ensure that no point loads in excess of 50-lbs are created. Panels may be installed on roof assemblies with a single layer of roofing material. Roof assemblies with more than one roofing material layer shall require an engineered analysis demonstrating that the roof will support the additional load of the solar panel system. Attachment to the roof shall be in accordance with manufacturer specifications provided during the inspection by the Mason County Building Inspector. Roof mounted equipment shall comply with the International Fire Code Section 605.11, including signage and access pathways. Roof access points shall not be located in areas where access ladders would block window or doors openings. Not less than two-3-foot wide access pathways shall be provided from the eave to ridge. Ground-mounted panels and modules, installation must be in accordance with the manufacturer's instructions and be available at time of inspection. Inverters shall be listed and labeled in accordance with UL 1741. Systems connected to the utility grid shall use invertors listed for the utility interaction Collectors and thermal storage units shall be listed and labeled to show manufacturer's name, model number, serial number, collector weight, collector maximum allowable temperatures and pressures, and the type of heat transfer fluids that are compatible with the collector. Connections to potable water supplies shall be provided with backflow protection in accordance with the Uniform Plumbing Code. Solar energy systems containing pressurized fluids shall be protected with a temperature and pressure relief valve and be protected from freeze damage. Systems shall be equipped with means to limit the maximum water temperature of the system fluid entering or exchanging heat with any pressurized vessel inside the dwelling to 180 degrees Fahrenheit. Solar energy collectors, controls, dampers, fans, blowers and pumps shall be accessible for inspection, maintenance, repair and replacement. The roof shall be constructed to support the loads imposed by roof-mounted solar collectors and shall be constructed of noncombustible materials,flashed and sealed to prevent entry of water, rodents, and insects. The building inspector may require additional information, including an engineered design, to verify that existing roof or floor construction are adequate to support the additional load of the solar energy equipment. When required provide an engineered design for inspection. * All other necessary permits from Mason County, Washington State, Federal Agencies, and/or other agencies/groups that are required for this proposed development and construction must be obtained PRIOR TO DEVELOPMENT AND CONSTRUCTION. * 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 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All construction must meet or exceed all local and state ordinances in addition to 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 permit revocation. Printed by:Genie Mcfarland on:10/14/2025 09:13 AM Page 3 of 4 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GROUND MOUNT SOLAR BLD2025-01057 * 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 charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Buffers to critical areas (streams, shorelines,wetlands, slopes)shall be retained in natural vegetation or a legally established non-conforming condition. Removal of natural vegetation in the buffer is prohibited. * 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 remain attached to the approved building plans. * PLANNING SETBACKS Setbacks measured from farthest projection of structure Front: 25' Rear: 20'or river setback of 165' Side: 20' Side: 165' (north)from OHWM *Subject to EH Setbacks **Must also meet 50'slope setback * A common line/critical area inspection is required for this site. This inspection must be PASSED PRIOR to any other inspections. For the inspection, the common line, ordinary high-water mark(OHWM)or critical area boundary, and the entirety of the building envelope (including roof eaves, landings, decks, etc.)must be identified and staked. Failure to properly identify and stake will result in a failed inspection which will require a re-inspection at a later date. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: LL Contractor or Autho ze Agent: Date: Printed by:Genie Mcfarland on:10/14/2025 09:13 AM Page 4 of 4