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HomeMy WebLinkAboutSWG2023-00317 - SWG Application / Design - 7/31/2023 ON, 584 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHELTON:360-427-9670,EXT 400 �r BELFAIR:360-275-4467,EXT 400 r' I.' ELMA:360-482-5269,EXT 400 Public Health & Human Services �` FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00317 APPLICANT TOM ROTH Phone: Address: 1537 NW WOODBINE WAY SEATTLE, WA 98177 SEPTIC DESIGNER BECKY RIEGER- Environmental Design Phone: 360-219-3343 LLC Address: 901 L STREET CENTRALIA, WA 98531 Site Address: E Bridger Ln Primary Parcel Number: 320215304047 Permit Description: New SFR -3BR Nuwater Permit Submitted Date: 07/31/2023 Permit Issued Date: 09/21/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $685.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/28/2026 (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. OFFICIAL USE ONLY OATERECENED: MASON COUNTY �J1 J ,p3 COMMUNITY SERVICES AMOUIY RECENBy_ pCp CO 1,(�`-`� v m Cl) Public Health;Community Health/Environmental Health)360 N 415 N.6th ext.Shelton orr 9 4467,ext.400 S G 0.o ^ --) _ O0-'� O T 415 N.6ih Street Shelton WA 98584 (V��t-1 /J N z Cl)ON-SITE SEWAGE SYSTEM APPLICATION z -u > m n APPLICANT PHONE m M Tom Roth 206.295.8589 z C MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE M 1537 NW Woodbine Way Seattle WA 98177 m 70 SITE ADDRESS-STREET,CITY,ZIP CODE E Bridger Lane Shelton WA ti I CO NAME OF DESIGNER PHONE II ��l Becky Rieger - Environmental Design 360.219.3343!, (2 �� u t N.) NAME OF INSTALLER PHONE J U L 31 2023 o I O C DRINKING WATER SOURCE -g N PERMIT TYPE(select one) K RESIDENTIAL OSS COMMUNITY OSS hiCOMMERCIAL OSS E PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WEU z I 116 r— TYPE OF NARK(select one) 7 PUBLIC WATER SYSTEM IifNEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I C71 CO SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE L DESIGN FORM(REQUIRED) lir SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I W 5-WAIVER(S)(IF APPLICABLE) 3 0.16 5 ' DIRECTIONS TO SITE AND SITE CONDITIONS-(ex locked gate) I O North on Hwy 3, South on E Agate Road, West on E Crestview Drive, South on E Bridger I IO I -4- 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) i 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 2V z- VLy r fiO 4, 10-4nd �-' � RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSP esSIGNATURE 0DATE APPLICATION EXPIRATION DATE • TION APPROVED/ISSUED BY DATE Lic I -2C .-2-� �� -2� • IAlt„. l� ��z3 THh F MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 , DESIGN FORM—PAGE ONE Assessor's Parcel Number: Q 1 -- -- _4 A_.Z A design will be reviewed when 3 copies 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 a..0a,3 - Do 3\ - Designer's Name: Becky Rieger Applicant's Name: Tom Roth Designer's Phone Number: 360-219-3343 Mailing Address: 1537 NW Woodbine Way Designer's Address: 901 L Street Seattle, WA 98177 Centralia, WA 98531 City State Zip City State Zip DESIGN.PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑ Recirculating Filter,Type: 1 Aerobic Unit Make/Model nuwater bnr 500 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity E Pressure 0 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 52 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity 1200 gal Number 5 Receiving Soil Type(1-6) 3 Separation 9 ft Receiving Soil Appl.Rate 0_6 gpd/ft2 Orifices Required Square Footage 600 ft2 Total Number of Orifices 36 Designed Square Footage 600 ft2 Diameter 1/8 in Percent Reduction Taken 0 % Spacing 72 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 52 ft Schedule/Class Schd. 40 Elevation Measurements Length 82 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? Ill Yes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Dom-slope 12 in Schedule/Class Schd. 40 Designed Vertical Separation 12 in Length 10 ft Gravelless Chambers Required? 0 Yes 0 No El Optional Diameter 1.5 in Pump Required? 18IYes 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 El 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 7ri r 1 r al k SEP 2 1 2023 =, r MASON COUNTY ENVIRONMENTAL HEALTH JBW rr'rr DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 __ 5 3 -- 0 4 0 4 7 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations 0 Drainfield orientation and layout Reference depth from original grade: El Soil logs El Trench/bed dimensions and M Septic tank O Property lines critical distances within layout ® Drainfield cover ® Existing and proposed wells El D-Box/Valve box locations Reference depth from original grade within 100 ft of property ® Septic tank/pump chamber and restrictive strata: ® Measurements to cuts,banks,and locations El Laterals,trench/bed,top and surface water and critical areas ® Observation port location bottom i © Location and orientation of El location 0 Curtain drain collector curtain drain and all absorption III Manifold placement ❑ Sand augmentation components ® Orifice placement Other cross-section detail: ® Location and dimension of l Lateral placement with distance Ea Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information El Buildings ® 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 El Recorded Notices attached ® Roads,easements,driveways, 0 ❑ Waiver(s)attached parking ® 0 Pump curve attached M North arrow and scale drawing 0 ® 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 ® Yes 0 No Becky Rieger „ ,. 09.06.2023 Signature of Designer Date The undersigned has reviewed th. design on behalf of Mason County Public Health and determined it to be in compliance with state and loca on- ite regulations: (,,ItA/vIcl_ vir�� 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: 2 7 4' Ni 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. P P R ' xt This form may be scanned and available for public view on the Mason x ` ty vi�ate: O 10 MASON COUNTY ENVIRONMENTAL HEALTH JBW Environmental Design, LLC. Septic Design* Wetlands*Site Planning *Excavation 901 L Street, Centralia, WA 98531 Phone:(360)219-3343 July 31, 2023 +i Prepared For: •::P.+ Tom Roth 1537 NW Woodbine Way Seattle, WA 98177 „+ ii 51 369. Jr :' + � Becky .R ege • Site Address: f / E �!* , • i a N A... �+ E Bridger Lane, Shelton i � \; ' � 1U County: Mason MA80. ,ENviNZiuNMENTALHEALTH23 � Tax Parcel Number: 32021-53-04047 JBW Purpose: A site and soil evaluation was completed for the property located at E Bridger Lane in Shelton on May 31, 2023 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 4-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 21 Township 20 North of Range 03 West. Hydrology: The site appears to be 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 a proposed community water connection.The water line will be 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 Shelton Gravelly Sandy Loam and Lystair Loamy Sand. The test pit profile did not appear to be consistent with the mapped series. The NRCS describes the Shelton Gravelly Sandy Loam series as a very extensive soil.The surface has an organic layer about 1 to 2 inches in depth.The upper surface is friable, weakly granular and brown Job.Aumber: 2023-082 Client Acme. Roth gravelly sandy locate extending a depth of 3 to 4 inches.The following layer is a strong brown to a nearly reddish yellow gravelly sandy loam extending about 4 inches in depth and has a weak granular structure. The following subsoil is reddish-yellow very gravelly, sandy loam extending a depth of 25 inches.The following layer is a gravelly till layer. The NRCS describes the Lystair Loamy Sand as excessively drained soil located on outwash plains. In a representative profile the surface layer is brown sandy loam.The subsoil is reddish yellow loamy sand to a depth of 36 inches. The substratum extends to a depth of 60 inches or more and is olive brown and grayish brown sand. 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 0-24" Brown loamy medium sand, moderate subangular blocky structure 24-49" Cemented, common distinct medium mottles Restrictive at 24"due to seasonal high water Test Pit#3 0-19" Brown loamy medium sand, moderate subangular blocky structure 19-24" Gray coarse sand, cemented, common distinct medium mottles Restrictive at 19"due to seasonal high water Soil Loading Rate: The type of soil appears to be 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 with secondary treatment 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 E Bridger Lane in Shelton appears to have a slope of about 0-5% in the proposed drainfield area.The site has a suitable soil depth of 24" in the proposed drainfield location and is suitable for a pressure trench with secondary treatment to serve the proposed residence. Report Completed by: 0'��+ EedeeyZee/etV Becky Rieger P�! ' y: .,,,,.:� �t Licensed Designer P � A:A-` • SEP 2 1 2023 `� 51 369 .� i` Becky J Rieger .;i+! • :.. Ct tier • N .�... �t MASON COUNTY ENVIRONMENTAL HEALT 3 , ��\ JBW 2 Job Number:2023-082 Client Name: Roth Z RFoRes r�R m D FeRO CFR m Cti c, A N E PANARAMAM DR 70 0 O A - 0 o O,o ♦♦ F� O w m 63 "I- tnm O 5 ° .IF1 .. * ,,i,.,, O m ZZ� o i3kij,�� �♦ 4 T m .:•♦;':::: ••.s7 'A. ...•.......♦% ♦♦ ♦` ♦♦ 4, 1,74.... ..4.•‘ . 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A -I 0 yNJ ni OQ m Z O m a 0 D w i �.r- D xir O pq r.. m n Pump Selection for a Pressurized System -Single Family Residence Project 2023-082: ROTH Parameters Discharge Assembly Size 1.50 inches Transport Length 10 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model None Max Elevation Lift 5 feet Manifold Length 82 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 4 Lateral Length 52 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 4 %Flow Differential 1 st/Last Orifice 0.4 % Transport Velocity 2.5 fps Frictional Head Losses Loss through Discharge 0.7 feet Loss in Transport 0.2 feet Loss through Valve 0.0 feet Loss in Manifold 0.8 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 1.1 gals Vol of Manifold 6.4 gals Vol of Laterals per Zone 16.2 gals PumpData Legend Total Volume 23.6 gals System Curve:— Minimum Pump Requirements Pump Curve. Design Flow Rate 15.6 gpm Pump Optimal Range: Total Dynamic Head 11.7 feet Operating Point: 0 Design Point: Oro SYSTEMS I T T Residential Water Systems Goulds Pumps P E Submersible 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. "'""'"'W^P� ■ 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. GOULDS PUMPS Goulds Pumps is a brand of ITT Water Technology, Inc. -a subsidiary of ITT Industries, Inc. www.goulds.com Engineered for life 4 ?' ITT 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 1z"NPT • 115 volts • Temperature: 104°F(40°C)maximum,continuous when • Shaded pole design fully submerged. PE41 Motor: • Solids handling: '/z"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: • Maximum capacity:61 GPM AGENCY LISTINGS • Maximum head:29'TDH PE51 Pump: O . • Maximum capacity:70 GPM • Maximum head:37'TDH c us Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association METERS FEET File#LR38549 40 PE51 MODELS PE31.PE41,PE51 HP:.33,.40•50 35 _.__ 10" —► +2 GPM I I Goulds Pumps is ISO 9001 Registered. 30 PE41 1 FT *--•---------I ------, a 25 PE31 + --1 �' ,��p p . v_ ,1 of . - 4 u v z i Er lt, • i cP - J OUNTYFn'VIRO 10 -; . . : .:: J�{/�l/44FNrAC H�ALTy o- 00 10 20 30 40 50 60 70 GPM 80 , 0 5 10 15 m3/h CAPACITY . . 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 r10),_ 5 52 10 67 10 42 15 596.4 I 115 29 20 50 20 16 25 39 25 0 30 26 2.2 35 8 9.6 PE41 I Total Head GPM (feet of water) II 8 61 a 1 10 57 ='ll- 15 46 20 33 11 25 16 15.4 12.0 if il'A' NPT DISCHARGE �M 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 0.33 12 20 Manual/No Switch PE31 P1 115 Piggyback Float Switch PE41 M 7.5 15 Manual/No Switch PE41P1 0.4 Piggyback Float Switch PE42M 230 3.7 10 1 Manual/No Switch 20' 1.5" 18' .5" 31/14.1 PE42P1 Piggyback Float Switch PE51 M 115 9.5 20 Manual/No Switch PE51 P1 0.5 Piggyback Float Switch PE52M 230 4.7 10 Manual/No Switch PE52P1 Piggyback Float Switch I T T Residential Water Systems [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