Loading...
HomeMy WebLinkAboutSWG2023-00383 - SWG Application / Design - 9/11/2023 MASON COUNTY0ni.. ..al ..: 415 N 6TH STREET,SHELTON,WA 98584 SHELTON: ,S 42 TON, ,EXT 400 584 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA: 360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2023-00383 OWNER HOEFS ET UX ALLYN Phone: Address: KRISTIN MCCARTHY-HOEFS SNOHOMISH, WA 98296 APPLICANT HOEFS ET UX ALLYN Phone: Address: KRISTIN MCCARTHY-HOEFS SNOHOMISH, WA 98296 SEPTIC INSTALLER Aaron Shumaker-septic installer Phone: 360-509-1222 Address: PO BOX 3378 BELFAIR, WA 98528 Site Address: 3100 E MASON LAKE DR WEST Primary Parcel Number: 221055100085 Permit Description: Replace pump tank Permit Submitted Date: 09/11/2023 Permit Issued Date: 09/18/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $255.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/18/2024 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Pump Tank Only Surfacing Sewage? No Existing Failure? Yes Shoreline? No Horizontal Setbacks Met? No Number of Bedrooms: 3 Drinking Water Source: Private Well/Spring Additional Details: Roth Permit Conditions: 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 4 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. 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/OR 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. • ------------------. omFu IA_.USE C. '-1'--- --- MASON COUNTY DATE RECEIVED: q L L �' N D cn f l P. COMMUNITY SERVICES Amoul t.— _ RE< W S m 0 cn Public Health 1Community Health/Environmental Health) !_ �7 360-427-9670,ext.400 or 36P275-0467,ext.400 (` /� /' V �475 N.6M Scree;-Shelton,V/A 96584 \`/►�1 ., � - 1 x ON-SITE SEWAGE TANK ONLY APPLICATION D m• CI APPLICANT PHONE r Allyn & Kristin Hoefs z c MAILING ADDRESS-STREET CITY.STATE.ZIP CODE g 13024 63rd Ave. Se. Snohomish Wa. 98296 m SITE ADDRESS-STREET,CITY.ZIP CODE 3100 E Mason Lake Dr. W. Grapeview 98546 0 NAME OF DESIGNER PHONE IN) N/A NAME OF INSTALLER PHONE 0 Shumaker Construction 360 509 1222 • Id TYPE OF WORK(select one) DRINKING WATER SOURCE O ❑ NEW CONSTRUCTION/UPGRADES ® REPAIR/REPLACEMENT ❑• PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z I V` COMPONENT(S)TO BE REPLACED/INSTALLED El PUBLIC WATER SYSTEM ❑ SEPTIC TANK ® PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE I`r> ❑ OTHER 3 .36 00 I—« r OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST 0 ❑ SURFACING SEWAGE ®EXISTING FAILURE 0 SHORELINE ® 100FT+PUBLIC/COMMUNITY WELLS n t SUBMITTALS ll SOFT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS I D O PLOT PLAN(REQUIRED) NI TANK CROSS SECTION(REQUIRED) • 10FT+DRINKING WATER SUPPLY LINES I Q QQ PUMP DETAILS(IF APPLICABLE) ❑ WAIVER(S)(IF APPLICABLE) 111 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS PLOT PLAN CHECKLIST r I Q O II PROPERTY LINES AND EASEMENTS fillEXISTING/PROPOSED STRUCTURES ® EXISTING/PROPOSED OSS COMPONENTS AND LINES • ■ WELLS WITHIN 100FT • WATER SUPPLY LINES 0 DRIVEWAYS!PARKING ®SURFACE WATERS,STREAMS,RIVERS,ETC... I °D m DIRECTION OF SLOPE/CONTOURS II PERIMETER)CURTAIN DRAINS ® NORTH ARROW I.SCALE BAR I V i 1^ DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) North HWY 3. Left on Mason Lake Rd. Follow to mason lake. Take left on Mason lake Dr. W follow to 3100 _.OFFICIAL L,USE ONLY BELOW THIS LINE — — -.—.-- --••-------- UPGRADE/FAILURE SOURCE(for reporting purposes) 1 (, S t.. 1 ..._ ,_. ❑VOLUNTAR MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: j '` 1v lt- COMMENTS/CON ID .. L ` 1 SE? I1 2023 , \2-Q-10 UJ`-4- ? (A'qi° -1-''''11 --- Li By _______r- - • SEWAGE TANKS MUST BE LISTED UNDER DOH`LIST OF REGISTERED SEWAGE TANKS'. TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREM- ,En-GIPPED WITH RISERS AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY f DATE . ................._____. CV! 19) r2}1 R-Intrifyctiii ( 11--3 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 IMIIIIIININIMMIIIIMIllr 5 CM—e . 1 ` 4. 3 I i „ #01 14'411A �r-4- S 37, \ ' 3l oe E mph L b . l✓, 35'Cn4 .() ,.4 V«Qc vK,J 16P, t bs4A �� 74-� Z2-lv5s 16o 0 85 25 I�> ` "---.... Aeste.f • , :---A - - /1/ ‹----- 711 — i _ (p 1 rael \ .:. APPROVED SEP 18 2023 75' MASON COUNTY ENVIRONMENTAL HEALTH z ` RET i/ • n._p L • e-x ns we I I \ l P/1RSo". Let'-L to r. r•! (421 I>we_%-,,, r----0•7 r`(P Kryf,%n y I r I . _ 1Y .i. i 1�oC Submittal Data Sheet Roth-, Part # Description See below Roth RMT MultiTank Project Information Job Name: haC�s Location: 'pa e N4ton z_4_6 jJ. Date Submitted: Engineer: Submitted by: Contractor: $Z ,4„.4.-G— £ fi Approved by: Manufacturer's Representative: Application ,��� Wastewater treatment '' l�/ice" t Gravity septic, pump,dose,holding, STEP. grinder systems Fresh water storage PROVE . Cistern, rainwater harvesting, irrigation,fire protection sys ip Product Information SEP 18 2023 The Roth RMT is a four layer coextrusion blowmolde manufactured with high molecular weight HDPE. COUNTY ENVIRONMENTAL HEALTH • Capacity 300 ga1/1135 liters to 1500 ga1/5678 liters • Buried installation only Mod , capacities, dimensions • Single and dual compartment configuration (750-1500 G) • 24 inch manway openings compatible with Roth STAR-24 }: cr'Ja C:mc Design Bat• T al -_:P Length Weight riser system • Available with plumbing kit to include inlet and outlet tees Ga :liters, Gal I;ter:i i'(mmi lbs ii,g) • Flexible watertight pipe seals furnished with tank RMT-30C 1 300:1136) 325(1230) 50:1270:• 120:54.43) • Minimum wall thickness 0.25 in/6.3mm • Design burial depth 4 ft/1.2 M,6 ft/1.8 M per deep burial 500:1e.93) 535(2025' 6C•1524: 225(102.06' installation instructions RM7-750•1 1 750:264C) 10C•013765) 103(2616:• 36C(163.29' • H2O traffic rated installation when installed per H2O installation instructions supplement Rt•!--75C•2 2 750:284Ci 1000:3785• 103(26616. 360(163.29' • Suitable for installation in high ground water conditions per RMT-10C•C)-. 1 100013785) 1147 14347 i 118(2997i 450(204.121 installation instructions supplement Rh1--1000-2 2 1000 13785) 1147:4341: 118 12997' 45C 204 ' -• Technical Information TLIN\As RMT-106C'- ] 'nsn 42 21 1337:5061'. 17.A• Manufactured and tested according to the following standards: RM--10?0-2 _ 106C 401 _13?7:546' 133 l?37d)_S.2C (235.87�1 IAPMO Z1000 Prefabricated Septic Tanks IAPMO PS-52 Material and propertey standard for pump/dose, RL1' 1250 1 1250 1473C.' 1469 15560:• 144 :3759 560(254.01' sumps and sewage ejector tanks with or without a pump RV--1250-2 _ 1250 :4730: 1489:5580: 148(3759: 56C(25-4.07 CSA B66 Design, material and manufacturing requirements for prefabricated septic tanks and sewage holding tanks RM'-15C0-' 1 1500 156781 1771 :6703i 177(4496: 64C(290.3CI NSF Standard 61 Drinking Water System Components Rrr•15C3•2 _ 500 15573' 1771 :6703) 177 i4496) 640:290 ASTM D1248 Standard specification for polyethylene plastics extrusion materials for wire and cable ASTM D1693 Standard test method for environmental stress- RMT Height Width Plumbing Kit included cracking of ethylene plastics in (mm) in (mm) ASTM D638 Standard test method for tensile properties of plastics 300G 54 (1372) 45 (1143) ASTM D790 Standard test methods for flexural properties of 500-1500G 51 (1295) 62 (1 5751 unreinforced plastics and electrical insulating materials ASTM D 3350 Standard specification for polyethylene plastics pipe and fittings materials Effective Date:April 2018 Contact Information Roth Global Plastics PO Box 45 Syracuse, NY 13211 Telephone: 866-943-7256 Fax: 315-475-0200 www.roth-america.com • Roth ` • POLY ':. LI LT I TA N K TANKS INSTALLATION PROCEDURES These installation instructions apply to sites with free-flowing native soils. (See separate instructions for sites with clay or high groundwater.) Step 1: Site Preparation & Notes Step 4: Tank Installation (cont'd) • Read"Key Roth Installation Facts"first(applies to Roth . Install the required Roth threaded Septic Access Riser MultiTank"OR the FRALO Septet Tank) System(START.),provided separately.(Fig.3)See reverse • Max burial depth is 36"below grade,unless deep burial for directions for sealing the riser system. instructions(steps 11 &12)on"Key Installation Facts"are followed. •Using the corner lifting holes,lower the tank Into the •Absolutely no clay should be used for backfill. excavation.Level the tank,and verify the outlet is lower than the inlet.Install remaining inlet and outlet plumbing.(Fig.3) • Inspect tank for any damage during handling or transportation. •Tank must be uniformly supported. .. _ • Failure to properly bed tank and compact fill will void the - • _ warranty.warranty. ii • Absolutely no water is required for backfill. The tank is = _ . -' LAss....n.,,,,,,,,,w,-ji — , designed to be backfilled without water. Filling the tank �- - with water prior to backfilling is not necessary and may cause ' installation problems. A nominal amount of water(6-8")may be used to ballast the tank during backfilling. FIG.3 Plumbing Install Step 2: Excavation Size •Perform required water tightness,plumbing andior tank inspection if applicable. •Width and length of excavation shall be 12-18"greater than the tank on all sides and ends(FIG.1). , Step 5: Backfill • Depth of the excavation shall be 6"greater than the tank (FIG.1). • Backfill in an alternating method around the tank using native • Do no over excavate or"belly-out"the excavation. material free of debris,sharp stones,and stones greater than 2"in diameter.Soil MUST flow freely into corrugations I 36-Maximum-or between tank ribs,including midpoint to belly of tank. • Compact backfill in 6 inch lifts always working on the sides first and then the bulkheads(ends of tank). -,a'Minimum . a pea stone„ .ryw s M,n„n m •• Use a hand tamper to achieve sidewall compressionEC 1 I through compacted backfill. Mechanical compactors may be used if available on the site. Sidewall compression is O essential to provide sidewall restraint after covering the Z tank. (Fig.4) ['>r FIG.1 Excavation O 13 z m13 Step 3: Bedding the Tank Sbewal, , Sdnwal -a Compress., •— Compeseion = •Add pea stone,sand,gravel or other similar granular material — O Aj to bed the tank and ensure uniform compaction and that bed -f 0O is level(FIG.1) compsuiod t of �rwvtinr( • Z tVo • Native material may be used to bed the tank providing it is _�con.uedmd sod T IV W property placed and compacted. Z FIG.4 Backfilling Step 4: Tank Installation •When backfilling the top of the tank,backfill between users Y • Prepare the tank for installation.Identify the inlet and outlet first. ends of the tank. Inlet and outlet may be located on the end or either side ports(per code requirements). •Complete backfilling and grade the area. _ • For standard installation,identify drill location A(40"Liquid •Failure to compact fill voids the tank warranty. Level).Drill the inlet and outlet holes using a 5-inch diameter hole saw. (FL&IN tanks are pre-drilled) •Tanks are designed for underground use only. • IMPORTANT NOTE: For AZ,IL,NE drill dimple B(42" •Installer shall comply with all federal,state,and Liquid Level). Florida&Indiana tanks are pre-drilled at local regulations. the factory. •Tanks are not rated for vehicular traffic.Avoid operation of vehicles heavier than 2500 pounds • Install provided rubber gasket in inlet and outlet ports.(Fig.2) over the tank. IA •Internal water temperatures should not exceed 140•F. p Gasket _ -._ a •Verify no underground utilities or pipes aro 1 -- WARNING located in the excavation vicinity. / _ •_J •Where saturated soil or seasonal high water 1 1 \ tables are indicated between the bottom of the ) tank and the ground surface,see separate Thrawal!----1 L- supplemental installation Instructions for these site conditions. __ •Secure tank access by installing provided stainless steel fastener to the riser and cover. FIG.2 Gasket Detail • Install the inlet and outlet tees.as required.(Fig.3) Plumbing Roth Gl©bat Plastics. Inc. tees shall be located as close to the entrance point of the tank as possible(just inside the manway opening). Plumbing tees and gas-baffles are factory provided for Indiana tanks. All solos of Path Global Plasbce.iris.product..are subject to a lambs/warranty. Failure to follow insfallam. ,.,.., ,. . ".l warranty. Owners arc solely respons tale for product suifdbd,fy.,nstallakon and use Please sec Roth Global Plastics.tic. l vans„n,Connie,,of Sale for derail:. Roth Global Plastics, Inc • For Technical Assistance Call 866.943.7256 • www.roth-usa.com IN O btiraa r••• HD Fowler Company Submittal - LPFLH61 M 76695 414 111111011 urns® f�. r g: FL 60-Series 6/10 hp Submersible Effluent Pumps �. Iljr /3/4"Solids Handling 1-1/2" or2" Year Warranty Discharge • PO DER /COATED Semi-open impeller permits TOUGH passage of solids without clogging (FLH60 has an enclosed impeller) 0� ' • • Heavy cast iron construction •Stainless steel fasteners 'hlQ11111 416 stainless steel rotor shaft Permanently lubricated upper and lower ball bearings ;.' • Oil-filled hermetically sealed motor with thermal overload protection • Unitized carbon and ceramic shaft seal ' Dual-sized discharge flange: 1-1/2''or 2" 410 Quick-disconnect power cord in 10'standard length(25',35'and 50' • optional lengths available on some models) APPROVED sEP182023 lC � (1) ❑ MASON COUNTY ENVIRONMENTALHEALTH ODI RET HD Fowler Company Submittal - LPFLH61 M 76695 FL 60/FLH60-SERIES imeg+TECHNICAL SPECIFICATIONS EXTERNAL CONSTRUCTION: FL60-Series Pump Volute and legs-Gray iron casting class 25 PERFORMANCE CURVE 60 Hz. Motor Cover-Gray iron casting class 25.All castings shall be powder coated for corrosion Lbws ss Per Minute resistance prior to assembly. 0 38 114 189 265 341 80 I 24.4 Fasteners-all fasteners shall be 300-series stainless steel. 70. _ FLH60 21.3 MOTOR 4— Submersible 3450 RPM,oil filled and hermetically 60 FL60 sealed.Class B insulation rating.17-4 PH stainless l steel rotor shaft.Thermally protected on single I i ' -15. f 2 phase models.Three phase models shall have ' • ' t ( - - --' " ' overloads incorporated into the control panel, s 40 �•• i -12.2 i properly sized for the horsepower and ; �. ! 3. n amperage of pump. 1 � 9.1 3i I � IMPELLER 1 Cast iron-class 25.semi-open design capable 20 I % 61 of passing a minimum 3/4"solids(FLH60 has an I C enclosed impeller). 0 1 1 , ! h-3.0 SHAFT SEAL. o . : . 1, l o Carbon/ceramic unitized design with BUNA N 10 20 30 40 50 60 70 80 90 100 U S Gallons Per Minute elastomers and stainless steel housing. POWER CORD FLH6O-Series O 10'cord length-Standard.Quick-disconnect Model HP Volts Ptr Amps Cord Switch Plug-End Wgt design allows for easy field replacement. FLH61A 6/10 115 1 12 10' Automatic Series Plug 64 Optional lengths available per chart. FLH61A-2 6/10 115 1 12 25' Automatic Series Plug 65 FLH61A 3 6/10 115 1 12 36' Automatic ScricoPlug 60 LEVEL CONTROL immikFLH61M 6/10 115 1 12 10' Manual Plug 62 FLH61M-2 6/10 115 1 12 25' Manual Plug 63 Automatic models shall be controlled by an FLH61 M-3 6/10 115 1 12 35' Manual Plug 65 adjustable wide-angle style switch sealed in FLH61M-5 6/10 115 1 12 50' Manual Bare Lead 67 a polymeric float.A series piggy-back style plug shall be provided to allow for manual FL6O-Series bypass operation.Not available on 50'models Model HP Volts Ph Amps Cord Switch Plug-End Wgt and 3-Phase. FL62A 6/10 208-230 1 8.2 10' Automatic Senes Plug 62 FL62A-2 6/10 208-230 1 8.2 25' Automatic Series Plug 65 DISCHARGE FL62A-3 6/10 208-230 1 8.2 35' Automatic Series Plug 66 FL62M 6/10 208-230 1 8.2 10' Manual Plug 60 2"FNPT with a 1-1/2"FNPT threaded cast iron FL62M-2 6/10 208-230 1 8.2 25' Manual Plug 62 flange provided. FL62M-3 6/10 208-230 1 8.2 35' Manual Plug 64 FL62M-5 6/10 208-230 1 8.2 50' Manual Bare Lead 66 DIMENSIONAL DATA: FL63M-2 6/10 208/230 3 5.6 25' Manual Bare Lead 61 FL63M-3 6/10 208/230 3 5.6 35' Manual Bare Load 63 Height: 16.4" Width:11.2" FL63M-5 6/10 208/230 3 5.6 50' Manual Bare Lead 65 (manual models) FL64M-2 6/10 440-480 3 2.8 25' Manual Bare Lead 61 FL64M-3 6/10 440-480 3 2.8 35' Manual Bare Lead 63 Maximum Fluid Temperature: FL64M-5 6/10 440-480 3 2.8 50' Manual Bare Lead 65 104 F,40`C Continuous Duty 140'F,60-C Intermittent APPROVED L CE,ri;EFT41 s USCSEP 18 2023 SW.,tcat,..,dre amt to;;t-at ye.thoot natKe. MASON COUNTY ENVIRONMENTAL HEALTH Liberty Pumps• 7000 Apple Tree Avenue •Bergen,New'1b k 14416•Phone 800-543-2550 Fax(585)494-1839 www,libertypumps.com Copyright 4)Liberty Pumps,Inc.2017 All nghts reserved. LUT 6763 R08/17