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HomeMy WebLinkAboutSWG2023-00001 - SWG Application / Design - 1/3/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 ?' Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00001 APPLICANT ARY REVOCABLE LIVING TRUST Phone: 360.740.0345 Address: LAURA C ARY TRS SHELTON, WA 98584 OWNER ARY REVOCABLE LIVING TRUST Phone: 360.740.0345 Address: LAURA C ARY TRS SHELTON, WA 98584 BECSEPTIC DESIGNER LLC KY RIEGER-Environmental Design Phone: 360-219-3343 Address: 901 L STREET CENTRALIA, WA 98531 Site Address: 260 E Queens Way Primary Parcel Number: 221295200007 Permit Description: NEW ADU -3BR Nuwater Permit Submitted Date: 01/03/2023 Permit Issued Date: 04/12/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $940.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/12/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 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 visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. 000.0"- OFFICIAL USE ONLY .Q DATE RECEIVED: MASON COUNTY " 2 4ED U) N COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED co U) 40 a m Public Health(Community Health/Environmental Health) 4tS N.69670,art.400 or n,WA9 360-275-4467.ext.400 S` - 'G 2u 1 e b0 1 O 53 475 N.6th Street-Shelton,WA 995a4 W Z oi ON-SITE SEWAGE SYSTEM APPLICATION D m n APPLICANT PHONE m m r Laura Ary 360.349.1021 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE m 260 E Queens Way Shelton WA 98584 m SITE ADDRESS-STREET,CITY,ZIP CODE 260 E Queens Way Shelton WA I N" NAME OF DESIGNER PHONE I N Becky Rieger - Environmental Design 360.219.3343 NAME OF INSTALLER PHONE I —1 a 5 N PERMIT TYPE(select one) DRINKING WATER SOURCE O RMVA RESIDENTIAL OSS COMMUNITY OSS II-1 COMMERCIAL OSS b PRIVATE INDIVIDUAL WELL ff PRIVATE TWO-PARTY WELL Z TYPE OF W eta WORK(select one) PUBLIC WATER SYSTEM Wonderind I W.NEW CONSTRUCTION/UPGRADES F7 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR C)1 SUBMITTALS03 P 0 SURFACING SEWAGE 0 EXISTING FAILURE El SHORELINE DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I N.) 5WAIVER(S)(IF APPLICABLE) 3 1.99 0 t O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) Highway 3; East on Pickering Road; North on E Queens Way I O r IO O I-1 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ID COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 13 L( t 4. L 6- l,i 2 26D 9- 1 60 , JAN O 3 2023 Lt,G.-4 3 2.4AcQ 1., 4cr By---42----- N ( f- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V 7RY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL, INSPECTOR SIGNATURE �i Li,),,,o,2(_3 DATE APPLICATION EXPIRATION DATE\.' '74—20 to LI ATION APPROVED/ISSUED BY DATE r .- r THI FO BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7l20t5 V v DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 2 9 -- 5 2 -- 0 0 0 0 7 A design will be reviewed when 3 conies,of each of the following are submitted: ''Completed design form that has been signed and dated. ''Scaled layout sketch,including all applicable items on checklist *.'Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" ` PARCEL IDENTIFICATION Permit Number: SWG tl • ceC>C5 1 Designer's Name: Becky Rieger Applicant's Name: Laura Ary Qesiteer's-Phan um 360-219-3343 Mailing Address: 260 E Queens Way Designer's Address: '•-' 901 L Street Shelton,WA 98584 '\ , r,n-�3 Centralia,WA 98531 City State Zip �1'"' ' City State Zip DESIGN TERS ` x Treats nt Dexice_____----- ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ICI Aerobic Unit Make/Model NuWater 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity ZI Pressure 2:1 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Schd. 40 Daily Flow:Operating Capacity 360 gpd Length 68 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity 1200 gal Number 3 Receiving SO Type-(1-6) 4 Separation g ft Receiving Soil ApTIAp.atg,; ,"„, 0.6 gpd/ft2 Orifices Required Square Footage 6 0 ft Total Number of Orifices 36 Designed S uare Footage --6 0 ft2 Diameter 1/8 in r Percent Re ion en 0 % Spacing 72 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 68 ft Schedule/Class Schd. 40 Elevation Measurements Length 45 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? DI Yes 0 No Depth of Excavation Up-slope 9 in Transport Pipe from Original Grade t -slope 9 in Schedule/Class Schd.40 Designed Vertical Separation )( 12 in Length 25 ft Gravelless Chambers Required? ®Yes 0 No 0 Optional Diameter 1.5 in Pump Required? ®Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice 5 ft Chamber Capacity 1200 gal Uppermost Orifice®Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 15.6 gpm ®Timer ❑Elapse Meter 0 Event Counter Calculated Total Pressure Head 11.7 ft If Timer: Pump on 3.8 Min ,Pump off 4 Hrs Comments AP P n 0 V E APR 1 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW t DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 2 9 __ 5 2 __ 0 0 0 0 7 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ® Test hole locations El Drainfield orientation and layout Reference depth from original grade: O Soil logs ® Trench/bed dimensions and ® Septic tank I® Property lines critical distances within layout ® Drainfield cover IZI Existing and proposed wells ® D-Box/Valve box locations Reference depth from original grade within 100 ft of property El Septic tank/pump chamber and restrictive strata: ® Measurements to cuts,banks,and locations ® Laterals,trench/bed,top and surface water and critical areas EI Observation port location bottom IN Location and orientation of El Clean-out location 0 Curtain drain collector curtain drain and all absorption ® Manifold placement 0 Sand augmentation components ® Orifice placement Other cross-section detail: ® Location and dimension of El Lateral placement with distance El Observation ports/clean-outs primary system and reserve area to edge of bed El Buildings g Other Information ® Audible/visual alarm referenced Yes No ® Direction of slope indicator El Scale of drawing shown on scale 0 El Design staked out ® Waterlines bar 0 ❑ Recorded Notices attached ® Roads,easements,driveways, 0 In Waiver(s)attached parking El 0 Pump curve attached IIII North arrow and scale drawing 0 El Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation El Yes 0 No Becky Rieger ;.......... — 01/2/2023 Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on t regulations:a LAJ4 LI:4 En ro tal 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: 1-' 212 — a I 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. In E This form may be scanned and available for public view on the Mason 'r ne 1 e ba ti) V APR 1 i 20 vision23 Date �} ►010 a: MASON COUNTY ENVIRONMENTAL HEALTH JBW Environmental Design, LLC. Septic Design o Wetlands@ Site Planning WExcavation 901 L Street, Centralia, WA 98531 Phone:(360)219-3343 January 2, 2023 Prepared For: Laura Ary 'co 260 E Queens Way or Shelton,WA 98584 ,�r ih 51 9 Ar. Becky J.Reger ' f. Site Address: - 1 (t tuNe.A + 260 E Queens Way, Shelton County: Mason PPROVE Tax Parcel Number: 22129-52-00007 AAPR 1 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH Purpose: A site and soil evaluation was completed for the property located at 260 E QueJiBWy in Shelton on December 8, 2021 by Environmental Design, LLC.The purpose of the site and soil evaluation is to determine the suitability of an On-Site Wastewater system. In order to determine if a site is suitable a minimum of three test pits were dug and evaluated for suitability.The site was evaluated to determine that the slope and size were suitable and to determine if the proposed on-site wastewater would be able to meet county and Washington State WAC 246-272A regulations. Proposal: The client is proposing a 3-bedroom residence on the site to be served by an on-site septic system. For a 3-bedroom system the estimated wastewater produced is 360 gallons per day based on the calculation of each bedroom producing 120 gallons per day. Site Description: The site is currently vacant land. The site is in Section 29 Township 21 North of Range 02 West. Hydrology: The site appears to be moderately well drained. There did not appear to be any areas of ponding at the site or in the area of the proposed drainfield. Water Source: The water source will be an existing water connection.The water line is located 10 feet away from the proposed On-Site Wastewater system or the transport line will be sleeved to meet the requirements of WAC 246-272A. Soil Description: According to the Natural Resources Conservation Service (NRCS) the property soil is mapped as Alderwood Gravelly Sandy Loam.The test pit profile did not appear to be consistent with the Alderwood Gravelly Sandy Loam series. The NRCS describes the Alderwood Gravelly Sandy Loam as very dark brown gravelly sandy loam about 6 inches thick.The subsoil is dark brown gravelly sandy loam for the upper 9 inches and is dark brown very 1 Job Number:2021-346 Client Name:Ary • gravelly sandy loam for the lower 15 inches.The following layer is a cemented hardpan at a depth of about 30 inches.The hardpan is strongly compacted and crushes to very gravelly loamy sand.The depth of the hardpan ranged from 20 to 40 inches. Test Pit Description: In order to complete a site and soil evaluation according to WAC 246-272A a minimum of three test pits need to be evaluated. For this site a total of 3 test pits were evaluated and labeled in the field for the locations of the On-Site Wastewater System.The test pits are as described below: Test Pit#1 0-34" Brown loamy medium sand, moderate subangular blocky structure 34-43" Gray coarse sand, cemented, common distinct medium mottles Restrictive at 34"due to seasonal high water Test Pit#2 0-39" Brown loamy medium sand, moderate subangular blocky structure 39-48" Gray coarse sand, cemented, common distinct medium mottles Restrictive at 39"due to seasonal high water Test Pit#3 0-33" Brown loamy medium sand, moderate subangular blocky structure 33-37" Gray coarse sand, cemented, common distinct medium mottles Restrictive at 33"due to seasonal high water Soil Loading Rate: The type of soil appears to be a Type 4 with a soil loading rate of 0.6 according to WAC 246-272A. System Requirements: The site appears to be suitable for pressure trench system in the proposed drainfield location.The system requirements are concluded based on the suitability of the soil, the slope of the site and the site conditions. Conclusion: The site described as 260 E Queens Way in Shelton appears to have a slope of about 0%in the proposed drainfield area.The site has a suitable soil depth of 33" in the proposed drainfield location and is suitable for a pressure system to serve the proposed ADU. Report Completed by: 'ems Ree9er L Becky Rieger • APR 1 2 2023 - ' Licensed Designer MASON COUNTY ENVIRONMENTAL HEALTH Jew 1 ih' '•�111 51 .4-!‘A ��;. 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'n — m m z '�m ? � ° D No • r- O I O r.q n Pump Selection for a Pressurized System -Single Family Residence Project 2021-346:ARY Parameters Discharge Assembly Size 1.50 inches Transport Length 25 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None Max Elevation Lift 5 feet Manifold Length 45 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 3 Lateral Length 66 feet Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches Orifice Size 1/8 inches Orifice Spacing 6 feet Residual Head 5 feet Flow Meter None inches 'Add-on'Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.43 gpm Number of Orifices per Zone 36 Total Flow Rate per Zone 15.6 gpm Number of Laterals per Zone 3 %Flow Differential 1st/Last Orifice 0.9 °A, Transport Velocity 2.5 fps Frictional Head Losses Loss through Discharge 0.7 feet Loss in Transport 0.4 feet Loss through Valve 0.0 feet Loss in Manifold 0.4 feet Loss in Laterals 0.1 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 2.6 gals Vol of Manifold 3.5 gals PumpData Legend Vol of Laterals per Zone 15.9 gals Total Volume 21.9 gals System Curve: Pump Curve: Minimum Pump Requirements Design Flow Rate 15.6 gpm Pump Optimal Range: Total Dynamic Head 11.7 feet Operating Point:0 0 Design Point: orenco SYSTEMS I T T Residential Water Systems Goulds Pumps PESubmersible Effluent Pump FEATURES • Corrosion resistant construction. ■ Cast iron body. ■Thermoplastic impeller and cover. ■ Upper sleeve and lower heavy duty ball bearing construction. • Motor is permanently lubricated for extended service life. `yam, ■ Powered for continuous operation. • •All ratings are within the working limits of the motor. • Quick disconnect power cord, 20' standard length, heavy duty 16/3 SJTW with 115 or 230 volt grounding plug. • Complete unit is heavy duty, portable and compact. ■ Mechanical seal is carbon, ceramic, BUNA and stainless steel. • Stainless steel fasteners. [I, GOULDS PUMPS Goulds Pumps is a brand of ITT Water Technology, Inc. -a subsidiary of ITT Industries, Inc. www.goulds.com Engineered for life 44 ?' I TT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built-in thermal overload protection with automatic reset. • Heavy Duty Sump/ • Class B insulation. Dewatering • Oil-filled design. • High strength carbon steel shaft. SPECIFICATIONS PE31 Motor: Pump—General: • .33 HP 3000 RPM • Discharge: 1'/2"NPT • 115 volts • Temperature: 104°F(40°C)maximum,continuous when ' Shaded pole design fully submerged. PE41 Motor: • Solids handling:'A"maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 volts • Manual models available. • PSC design • Pumping range:see performance chart or curve. PE51 Motor: PE31 Pump: • .50 HP 3400 RPM • Maximum capacity:53 GPM • 115 and 230 volts • Maximum head:25'TDH • PSC design PE41 Pump: AGENCY LISTINGS • Maximum capacity:61 GPM • Maximum head:29'TDH PE51 Pump: c g • Maximum capacity:70 GPM • Maximum head:37'TDH us Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association METERS FEET File#LR38549 40 .1,y..}.-:,3. ..3 y._..t-i�-1 -i--} ----'-' MooEls:ep,,PE41.vE51 PE51 - +-.._.gyp..4y r-_.}..�....f--::14-.I`l__i-- .. 10- '- - - ±2GPM ulds Pumps is ISO 9001 Regtered. 30 PE41 FT ' 11.7 t=�..� I w 25 PE31 T . ..-77.17.1:4:', .rzt.: ea Q is ; 1..;.. .. , s E r }-: 0- 00 10 20 30 40 50 60 70 GPM 80 : , 1' 5 10 S m;m 0 CAPACITY '4 ?' ITT GOULDS PUMPS Residential Water Systems PERFORMANCE RATINGS DIMENSIONS PE31 PE51 (All dimensions are in inches.Do not use for construction purposes.) Total Head Total Head (feet of water) GPM (feet of water) GPM 5 52 10 67 p �€1_7"1" \10 42 15 59 6.4 �15 29 20 50 VVV ,, 20 16 25 39 ' 25 0 30 26 2.2 9.6 35 8 PE41 Total Head GPM (feet of water) ` 0 8 61 10 57 =�r 15 46 20 33 25 16 15.4 12.0 i1'A"NPT DISCHARGE l/ �I 3.1 .6 PUMP INFORMATION Minimum Minimum Maximum Shipping Order No. HP Volts Amps Circuit Phase Float Switch Cord Discharge Basin Solids Weight Breaker Style Length Connection Diameter Size lbs/kg PE31M Manual/No Switch PE31 P1 0.33 12 20 Piggyback Float Switch 115 PE41 M Manual/No Switch 7.5 15 PE41 P1 Piggyback Float Switch 0.4 PE42M Manual/No Switch 230 3.7 10 1 20' 1.5" 18" 5" 31/14.1 PE42P1 Piggyback Float Switch PE51M Manual/No Switch 115 9.5 20 PE51 P1 Piggyback Float Switch 0.5 PE52M Manual/No Switch 230 4.7 10 PE52P1 Piggyback Float Switch I TT Residential Water Systems I I I :A l p GOULDS PUMPS Goulds Pumps and the ITT Engineered Blocks Symbol are registered trademarks and tradenames of ITT Industries Inc. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. BPE February,2006 :(; 2006 ITT Water Technology, Inc. Engineered for life