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HomeMy WebLinkAboutSWG2023-00437 - SWG Application / Design - 10/16/2023 (3) MASON COUNTY 415 NB SHELTON: ,SHELT9670,E9B584 SHELTON:360-027-4467,EXT 400 BELFAIR:360-275446],E%T 400 Public Health & Human Services ELMA:360462-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2023-00437 APPLICANT PENN MICHAEL&NATALIE Phone: 425-443-8851 Address: 23133 NE 14TH CT SAMMAMISH,WA 98074 OWNER PENN MICHAEL&NATALIE Phone: 425-443-8851 Address: 23133 NE 14TH CT SAMMAMISH,WA 98074 SEPTIC DESIGNER TOBY SYRETT-septic Designer for B- Phone: 360-426-4221 line Address: 2971 E Philips Lake Rd SHELTON, WA 98584 SEPTIC INSTALLER DON WOOLLISCROFT Phone: 360-426-4221 Address: 2971 E PHILLIPS LAKE LOOP ROAD SHELTON, WA 98584 Site Address: 240 E DUCK COVE RD Primary Parcel Number: 221324190033 Permit Description: Replacement 3bd ATU with UV to pressure trench-REVISION Permit Submitted Date: 10/1612023 Permit Issued Date: 1211512023 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,280.00 taadlwnal teas a"o required uNa lnsmmena ursrsrte,al. Permit Expiration Date: 10/26/2026 15ased as darts of msaedonl 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 Drainfield 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/onsiteloss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY OnTe eECDveO. MASON COUNTY 3 COMMUNITY SERVICES �°° I�°11,0D aECEE°°Yc7 < y a 3 - TR o SWG O A 2 N ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE FR PENN C/O B-LINE CONST. INC. 360-426-4221 0 c MNLINGA°DRESS-STREET CITY.STATE,DECODE 3 2971 E PHILLIPS LAKE RD. SHELTON WA 98584 0SITE ADDRESS-STREE7 CITY,ZIP CODE s 240 E DUCK COVE RD. SHELTON WA 98584 NAME OF DESIGNER PHONE UD IN TOBY SYRETT @ B-LINE CONST. INC. 360-426-4221 b NIA NAME OF INSTAUER PHONE TAYLOR TONEY @ B-LINE CONST. INC. 360-426-4221 PERMIT TYPE CRftR gw) DRINKING YHTER SOURCE y I w RESIDENTIAL OSS EDDMMONITY OSS FaCOMMERCIALOSS PRIVATE INDIVIDUAL WELL 6'PRIVATE TWOPARTY WELL Z N IPEOFMRK(se —) IT IY;PUBLIC WATER SYSTEM [!NEW CONSTRUCTION I UPGRADES 9 REPAIR I REPLACEMENT OTHERDETAILS(.Wa'p0m IPPD, [] TABLE IX REPAIR A SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE m SHORELINE 03 Mp LpROESIGN FORM(REQUIRED) ifISEPTIC DESIGN(REQUIRED) BEDROOMS LOT BrzE 0 I � LYIWAIVER(S)(IFAPPLICABLE) 3 0.69 ACRES F DIRECTIONS TO SITE AND SITE CONDITIONS'.(m.KK ,NI Do FROM PICKERING, TAKE PHILLIPS LAKE RD TO RIGHT ON DUCK COVE RD. 10 LLOW TO 240 E ON RIGHT. a o y �a w1111- YV3T lAfifrE°WCM MAIN R°A°AN°1ESTXOfE3YV3TBE ilA4YE°1NTX IESTMOIFM°YBERA !Q OFFICIAL USE ONLY BELOW THIS LINE UPG9RGE I FAII SOURCE MIT m:Dm,q pry ) \\Wv )OVOLUNTARY 13MAINTENANCEPUMPING []BUILDING PERMIT EIHOMESALE LICOMPIAINT DOTHER: NSPECTOR SOIL LOGS WMMENTSICONOTIONS VOt7i6�L So i I By S 0 33 V (tf 3' 0-3S v ti c *� S E! 0 � V �WvS ;S� fiil I "CIk2: Z6 5110/7"1 rtt�: -mot AL, : 0- 3o 6L 5 ri�-r�s�.E: o-vim 67 , s 6F vti S SOILOODES: 'nit : 0'I6 E7ur`�S RECORD OFAMINGAND INSTANAHON REPORT V=VENY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R-ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTORSIGNATURE DATE APPLICATIONEXPIRATIONDATE APFUCAIONAPPROVEDI ISSUED BY DATE THIS FORM MY BE SCANNEDAND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTYWEBSITE REVISED 12DO15 PAGE OF 13 SEPTIC SYSTEM DESIGN 'Wjjsjwc 6 z yy T* SITEABOBESS• 240 E Duck Cove Rd WE CITY,STATE,ZIP.. Shelton, WA PABCEI NUMBER: 22132-41-90033 IEBAI DESCRIPTION.• Pet 1 of BLA #98-42 OWNER: Penn BATE. 03 September 2024 APPROVED SEP 0 3 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET _- 584 �-L/NE B-LINE 29 CONSTRUCTION,PHIL SELINS A E R 360,426.4221 office 360.426,0509 fax b-lineconst(@,msn.com PAGE 2 OF 1.3 OWNERSHIP AND USE OF DESIGN DOCUMENTS: 1. This Design Document has been prepared by B-Line Construction, Inc. via its employees, subsidiaries and sub-contractors. 2. This Design Document has been produced in order to attain an on-site septic system installation by B-Line Construction, Inc. for the property indicated herein. 3. This Design Document represents decades of combined experience of B-Line Construction, Inc. its employees, sub-contractors, etc. in construction processes, technical applications and developments as well as interpersonal understandings and relationships with other professionals, manufacturers, suppliers, regulators, and private parties. 4. This Design Document constitutes physical and intellectual property © B-Line Construction, Inc. and may not be used by any other individual, company, contractor, etc. to construct an on-site septic system for this or any other property. 5. This Design Document shall not be construed as a product that stands alone from the achievement of an on-septic system on the specified property for the client by B-Line Construction, Inc. 6. This Design Document remains the sole property of B-Line Construction, Inc. whether the project for which it was made is executed or not. 7. The submission or distribution of this Design Document to meet official regulatory requirements, or for other purposes in connection with the project, shall not be construed as publication in derogation of B-Line Construction, Inc.'s rights regarding this document as physical and© intellectual property. 8. In the event that B-Line Construction, Inc. is not retained for the installation of the system, this Design Document shall not be used by subsequent parties/contractors. 9. If B-Llne Construction, Inc. is not retained for completion of this septic system installation project, subsequent parties/contractors wishing to install an on-site septic system on this property must produce their own design documents for use in a separate research/development/design/permitting/installation process. 10. If B-Line Construction, Inc. is not retained for completion of this septic system installation project, client shall be liable to subsequent parties/contractors for new design documents and additional permit fees as required in pursuit of re4nspection, re-d 15 tiyr�t D r SEEP 0 33 20224 MASON COUNTY ENWRONMENTAL HEALTH B-Line Construction, Inc. RET 2971 E Phillips Lake Rd., Shelton, WA 98584 360.426.4221 (office) 360.426.0509 (fax) b-lineconst(a)ms n.com ' ?6e 3 or- 13 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 3 2 — 4 1 — 9 0 0 3 3 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. v 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. Waxirnum paper sire: I"X I " rP�ARRC7EL IDENTIFICATION Permit Number. SWG� Ci 01'1 J / Designer's Name: TOBY SYRETT @ B-LINE CONST. Applicant's Name: PENN C/O&LINE CONST. Designer's Phone Number: 360.426♦221 Mailing Address: 2971 E PHILLIPS LAKE RD. Designer's Address: 2971 E PHILLIPS LAKE RD. SHELTON WA 98584 SHELTON WA 985M city State Zi city State Zip RS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑ Moundf ❑Send Lined Drainfield ❑Recirculating Filter,Type: Aerobic Unit Make/Model NUWATER EfDisinfection Unit Make/Model Jet UV Other: J Drainfield Type ❑Gravity RrPressure ft7TTrench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 AVG gpd Length 24-45 ft Daily Flow:Design Flow 360 MAX gpd Diameter 1.25 in Septic Tank Capacity(working) 1200 gal Number 7 Receiving Soil Type(1-6) 3 Separation 3.5-7.8 ft Receiving Soil Appl.Rate 0.8 gpd/ft' Orifices Required Primary Area 450 f✓ Total Number of Orifices 37 Designed Primary Area 468 ft' Diameter 3/16 in Designed Reserve Area 1600+ ft' Spacing 72 in Trench/Bed Width 2 It Manifold Trench/Bed Length 234 ft Schedule/Clms; 40 Elevation Measurements Length 12" ft Original Drainfield Area Slope 5-8 % Diameter 1.25 in New Slope,If Altered SAME % Preferred manifold configuration used? 17TYes O No Depth of Excavation Ur-dope 6" in Transport Pipe from Original Grade ,a-slope 8" in Schedule/Class 40 Designed Vertical Separation 24" in Length 75'MAX ft Gtavelless Chambers Required? ❑Yes III No OOptional Diameter 2 in ..f Pump Required? m Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 it Chamber Capacity(flood) 1200 gal Uppermost Orifice lif Higher 0 Lower than Pump Shutoff onhols:Please check those required. Capacity®Total Pressure Head 21.83 gpm mar WrElapse Meter Gf Event Counter Calculated Total Pressure Head 25 max ft fin m on 2m in45se Comments jffXVWA�SEP 0 3 2024 MASON C UNTY ENVIRONMENTAL HEALT PST - �Z(o (Abe N v1G 13 DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 3 2 -- 4 1 -- 9 0 0 3 3 Permit Number: SWO DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch R1 Test hole locations 0 Drainfield orientation and layout Reference depth from original grade: 16 Soil logs It Trench/bed dimensions and Rf Septic tank 16 Property lines critical distances within layout (9 Drainfield cover 14 Existing and proposed wells Ul D-Box/Valve box locations Reference depth from original grade within 100 ft of property Eil Septic tank/pump chamber and restrictive strata: Measurements to cuts,banks,and locations Gf Laterals,trenchlbed,top and surface water and critical areas Observation port location bottom ❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption R1 Manifold placement ❑ Sand augmentation components 19 Orifice placement Other crass-section detail: It Location and dimension of Ed Lateral placement with distance Ed Observation ports/clean-outs primary system and reserve area to edge of bed Other Information It Buildings Rf Audible/visual alarm referenced Yes No m Direction of slope indicator 56 Scale of drawing shown on scale 66 ❑Design staked out 19 Waterlines bar Rf ❑Recorded Notices attached 16 Roads,easements,driveways, WAIVERS SUBMITTED, ❑Waiver(s)attached parking NOTICE TO TITLE TO 19 ❑Rump curve attached 19 North arrow and scale drawing BE FILED BEFORE ❑ Evaluation of failure shown on scale bar DESIGN APPROVAL Non-residential justification ❑ ❑ Waste strength AK ❑ ❑ Flow DESK VAI. The undersigned designer most be notified by install tion Eil Yes ❑ No Signature of her Date The undersigned has reviewed this design ealth and determined it to be in compliance with state and local on-site regulations: :` 2 Environmental Health Specidlist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. `O ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 � ! 4pp • k ` m k " SEP��/a ,2 �O e ¥ ' / § §§ WO « 4§ TO§(> ! . \Z 0 a / ^ ° g S 6.�Ei |Z0|® ƒ gz§ K § ` \ \ �\ \\ )/ \ 2 4 ® © !! § - ` Cf | § L - § | a°! / / z � § ( k |0 4 y LU� ) ! -M 2 b i"d \ . m ! § [ a -u - - - _ _ _ & 2 2 ! § ITT �III • loll rrrrrrrrrurrrrrrrrrrnrrrrrrr nrrrrrrrnrrrrrrrrrrurrrrrrr .�;arrrnrrrrrrrrrrurrrrrrr �►r�c�,�runmm�nunnm ►� �nu�uuuuumnnun .!!:mru�rrrrrrrrrrrrrrrrrrr rrrrrrrrrru,rrrrrrrrrrrrrrrrr P-IO rlrrrurrrrrr0rnrrrrrrrrrrrr ,�i,nnmmnr��nnnnnw e a iumunmm1141 1 1 �, rrrrrrrrrrrrrrrrrr�rrrrrrrrrrr - ', � nnunnunnnraunnurr iiiiiiiiiiiiiiiiiiii ►iiiiiiii ' -'� nunmm�unnnr►annr _ _ _ _, rrrrrrrrrrrrrrrrrrrrrrr�rrrrrr E nurrrrrrnrrmnrrnnnur 111111111111111111111111101111 • rrrrrurrrrrrrrrrrrrrrrrrrre�r nnunumnummnm►n O . _ § a§ \\\ \ \ ( \\ } \ E * ) . 0W L � t k ) ) ~ KN m \ § b § � « � r 98 ) y e « . � k - APPROVED 0. MASONc�mm L , k 7 ƒ 2 9 (+% § \ ` ` � § \ , 9 ! & � w w ƒ ( 2 § 2 2 ) ■ U7 & 0 § ) o bE rJF (3 r-r > WAIERiIOHT LDVENT") OOALPORT.'Olt RISERS(TYP) e8'10AX 1•Pvc ll») 1UR PVC MASTIC NRLINE 4' 2-CCUPLING a REDUCER 8' r TEE 1•PVCSL000E 1r RETURN LINE 2-1 TRASH CHAMBER OMESTERCHAMBER CLARIFIER OPERATING CPPACITY:YIIGPLLONB OPERATING CPPAC":UI G LONS CHAMBER FLOOOCAPACIT'(A O LONS FLOOD WkCITY:4%GALLONS 1lp GALLONS FLOOD:lot M. 86' SS. Sr 1•xlrz TEE APPRO r aFwER (11 PAIULELTO OT TANK WKL I. 3' SLUDOE RETURN RET H DER ETONE.FREE NATIVE SOIL OR COMPACTED EAND MSTALUTIONINSIRIICPONB OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 fool larger than tank on all sides. 2)If bottom of hole is stony,install 3'of compact sand&level — ra out with screed. ——— 3)Install tank In center of hole,keeping 1 S.void apace an r r all sides. I yp Rlyp�,�rvP) N•40N£R 4)As tank Is filling with water,fill in Sold space won compact I Il ��L granular(Sandy)sell free of large clumps of clay. I 5)Install rest of system,&affix risers to adapters withwaterproofadhealve. I I II e.s' 6)Perform watertightness test In field as required by local Iurisdlalon. tr PoSER 7)Upon approval W beckfill,carefully backfill with native I I soils over top of tank. I 7@&MLCH&MBER II P&i6ffi Ilraee®1 8)Final grade the surface to avoid chanelling surface L__-_--J I water toward tank. ----- 110111�011111111 P-ZSR. a.a�o AEROBIC TREATMENT TANK DETAIL FOR Nu WATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. REWSED: 3/01/12 e Wastewater Treatment Techno/oClas P.O.BOX 321161,Flowood,MS 39232 (877)836-8476 (601)845-4716 fax a' 1.4 ft. wwW.en 1 fie. t 1•• = Wastewater TreaMill MTem Sdunons \_'"`a Fotmtled on Innovation.Anoholotl by Seroa Illumi-Jet UV Disinfection Unit° Designed to disinfect the effluent frcm advanced onsite treatment systems, the model Illurri is capable of reducing fecal coliform bactera levels to well below the most stringent U.S. treatment standards. The Illumi-Jet utilizes a germicidal lamp which emits 95% of the ultraviolet energy at the wavelength of 254 nanometers. This wavelength is in the region of maximum germicidal effectiveness and is highly lethal to virus, bacteria, protozoa and mold. The disinfection chamber couples directly to any system's 4" discharge pipe and is permanently installed below grade. When fully inserted, >.. f' the lamp housing is properly positioned by an integrated keyway near the top of the disinfection chamber, This creates a well defined flow path ensuring system effluent has the proper ultraviolet exposure time. Under standard operating conditions,fecal coliform reduction exceeds 99.W.. APPROVED SEP 0 3 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET IN Lamp � 'r+;*' �PIt1A9TS UV Dose at 10 GPM 64.D00 pW at 0-4cm Lamp WaRagb'.,;' 1 37 Ballast Type WH3-120-C school 1? VAC Frequency 50/60 HE current 0.4 A Power 40 W Alarm Contacts NC/NO Ind,retor Light Green LED Enclosure Type NEMA Be Unit Height 53' .7W Connections V Material ABS Reservoir Capacity -2 Gallon Max.Flow Rate 10 GPM ' Q Mn Influent Quality 30 TSS/30 BOO DANGER WARNING: FOR OUTDOOR USE ONLY! ��¢L�= u..mm,rer..�n vnr v ,w w.m. Jet li 750 Alpha Drive Cleveland,OH 44143 aaWwW.IB1'In�cq�wnn 800,321..6960 om, »HJA—RETTD NS . E§ |\ | e § |S K ) § k § } � ! e § 7 §|5§ § § \ 2 Mugu § o § as u \ } / \ ¢ ) ! : > EL ( / B � �0 F ` 9 < s . , ■ ! ®, " \)§ )§ ) §§ ' #{APPROVE § \ �■I] " \& ) ) 1 .GEP Qioz )^2# MASON COUNTY mmLH m \ 10§■10 § §§\ � [ , G ; k � z | b �« ; s § K & , ZZ ■ ^ � § ` �� § . 2 & ` - 14 2i § ` � § k 3.5' 37.8' CLEANOUT/OBS PORTS r `- - _ - _ - - - - " - -, NEWPRETREATED 7"ORF LATERALS SPACING 3 75'WELL RADIUS ORIFICES I 7 I I 36" ABANDON 7 T ORF \\/V ,�I� OLD PRETREATED LATERALS �I 1.25"LATERALS I , / � 1 / � 1 \1111 / 7.25"FEEDER LINES � y, T- I.TAHy.3YP-LTi _ ( LICENSED 0610 / MANIFOLD IN VALVE BOX , ENCASED TRANSPORT LINE MANIFOLD DETAIL: APPROVED IM%E RLINF 1.]5•aEd(vKYEs SEP 03 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET 135'WWIFgD aeoucEa tEsaulvuvEB DRAINFIELD LAYOUT DETAIL �1PPN6P0flT FOR: PENN JOB#: PARCEL#: 22132-41-90033 DATE: 03 SEPTEMBER 2024 BY:TJS DESIGN PAGE OF NORTH ARROW: SCALE: 1"= 10' 0 TAHJA-SYRETT DESIGNS 6 9'jjjjjjms 20' N CLEANOUT/OBS PORT W/SURFACE ACCESS FINISHED GRADE N o - J N 0 aj W O L i FILTER FABRIC OVER DRAINROCK KLLJ 12"+ H Q SANDY DRAINROCK 3 WLLI co T'+GRAVEL OVER PIPE COVER O V) Q ORIGINAL GRADE Q W Z _ q C7 N 0 W II ° x0 a— F w 0 1.25"LATERAL PIPE 0 fw/1 Z 0 Lu TEE ANCHOR ON BOTTOM OF PORT rc ¢ 3 2 AVG III: z W E SOIL W .. x VAERITCAL SEPARATION y (w9 W ' _ 'aU F I- C O ¢ } O RESTRICTIVE LAYER 1 LL LL fD Z APPROVED SEP 0 3 2024 CLEANOUT/OBS PORT W/SURFACE ACCESS MASON COUNTY ENVON�VENTAL HEALTH ir FINISHED GRADE RC❑r IR 2X 45'S OR SWEEP C 1.25"LATERAL PIPE ORIGINAL GRADE TRENCH BOTTOM TEE ANCHOR ON BOTTOM OF PORT �+pq m`�F Fi y StM-HF Q TO_BYL1µN'$YRLTi . ENSED DESiG EXPYIES: 06/07/ �/(_ ©TAHJA-SYRETT DESIGNS �'C� PAGE 13 OF PRESSURE DISTRIBUTION SYSTEM System Owner Responsibilities: 1. The prepared site plan is not a survey. It is the owner's responsibility to verify property line locations prior to installation. Any discrepancies must be reported to the contractor immediately. 2. Keep wheeled vehicles off the drainfield area before, during and after installation —tracked vehicles only. 3. All ground and surface water (including roof drains) must be diverted away from the drainfield and tank areas. Ensure that final grade slopes away from these areas and that water does not pool around/behind them. Use swales, berms, along with catch-basins and tight-lines, curtain drains, etc. to divert ground and surface water. 4. Curtain drains can be no closer than 10' uphill or 30' downhill from the drainfield. 5. Exposed restrictive layers, cuts, banks, etc. can be no closer than 50' downhill from the drainfield. 6. Operation & Maintenance is required by the state of Washington and the county for all septic systems. 7. Please contact B-Line Construction for periodic Operation & Maintenance service of your system. 8. System Owner is responsible for having maintenance performed according to the schedule set forth by Mason County. 9. System owner/operator is responsible for responding to alarms in a timely manner and alerting maintenance personnel as needed. 10.System ownedoperator MUST NOT change settings in the control panel. Only authorized maintenance personnel may alter settings in the control panel. 11. System owner/operator agrees to read and abide by information regarding their system in USER MANUAL provided by Mason County. APPROVED SEP 0 3 2024 MASON COUNTY ENVIRONMENTAL HEALTH B-Line Construction, Inc. RET 2971 E Phillips Lake Rd., Shelton,WA 98584 360.426.4221 (office) 360.426.0509(fax) b-li neconst0nisn.com