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HomeMy WebLinkAboutSWG2024-00093 - SWG Application / Design - 3/11/2024 i Y 415 N 6TH STREET, SHELTON,WA 98584 4511 MASON COUNTY 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 Tank Only Permit: SWG2024-00093 APPLICANT ABRAHAMSON TRUST NORMAN R & Phone: CAROL M Address: 3408 NE 17th ST RENTON, WA 98056 OWNER ABRAHAMSON TRUST NORMAN R & Phone: CAROL M Address: 3408 NE 17th ST RENTON, WA 98056 SEPTIC INSTALLER THAD BAMFORD* Phone: 360-790-2364 Address: 301 WALLACE KNEELAND BLVD STE 224-332 SHELTON, WA 98584 Site Address: 1441 E BEAVER AVE Primary Parcel Number: 320105001028 Permit Description: Add pump basin for cabin Permit Submitted Date: 03/11/2024 Permit Issued Date: 03/11/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $265.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/11/2025 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Other Surfacing Sewage? No Existing Failure? Yes Shoreline? No Horizontal Setbacks Met? No Number of Bedrooms: 0 Drinking Water Source: Public Water System Additional Details: Pump basin Permit Conditions: 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND/OR DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.govlhealth/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED MASON COUNTY3i1 I z� En CA COMMUNITY SERVICES AMOUNT REC I D Lc- I RECEIVED BV: � _ n co m ""�� Public Health(Community Health/Environmental Health) I IN ` C N 415A6th Str,es-She n.3 WA eese44467.ert.400 SWG UV-4 �15 N.6ch Street-$hehon,WA 9856a -�0 OctV-1 3 Z . ON-SITE SEWAGE TANK ONLY APPLICATION m n APP NT f PHONE r lei✓) ik5(ell a lam) 'Me - i677 _ a c MAILING ADDRESS-STREET.CTY,STATE.ZIP CODE g 3ii0?., ktE I7 51' f kiH 61,g&6A cc 73 SITE ADDRESS-STREET,CITY.ZIP CODE Q,1 ` W NAME OF DESIGNER PHONE NAME OF INSTALLER � ``� � PHONE ��� ` ��� — Q ID -? 13 , (7) I TYPE OF WORK(select one) DRINKING WATER SOURCE O ❑ NEW CONSTRUCTION/UPGRADES X REPAIR/REPLACEMENT 0 PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z IQ 01 COMPONENT(S)TO BE REPLACED!INSTALLED PUBLIC WATER SYSTEM 1 ❑ SEPTIC TANK PUMMP.TA`NK 0 RV HOLDING TANK BEDROOMS jbj- Omµ\ ve. LOT SIZE ` IVI ❑ OTHER a,f,Y11Q 3tAI4It- (JVt5 VU�� V ° 1 — CO OTHER DETAILS(select511 Mal apply) TANK(S)SETBACK CHECKLIST 0 I 0 ^ 1 ❑ SURFACING SEWAGE 0 EXISTING FAILURE El SHORELINE Of loon-.PUBLIC!COMMUNITY WELLS WI SOFT+PRIVATE WELLS.SURFACF WATERS.STREAMS.RIVERS I O SUBMITTALS Of PLOT PLAN(REQUIRED) Of TANK CROSS SECTION(REQUIRED) NI LOFT+DRINKING WATER SUPPLY LINES X PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) ld 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS � I 0 PLOT PLAN CHECKLIST 0 lgf PROPERTY LINES AND EASEMENTS kik EXISTING/PROPOSED STRUCTURES A EXISTING/PROPOSED OSS COMPONENTS AND LINES❑ ((���� WELLS WITHIN 100FT 0 WATER SUPPLY LINES kj DRIVEWAYS/PARKING 0 SURFACE WATERS.STREAMS,RIVERS.ETC.. I ti`e 12/DIRECTION OF SLOPE/CONTOURS 0 PERIMETER/CURTAIN DRAINS 14 NORTH ARROW K SCALE BAR I DIRECTIONS TO SITE AND SITE CONDITIONS (ex rocked gars) Gakrn OY\ S2o 10 - -5-0- 0 ( o2O vIr y hot-cii h OSS ov\ 3zolo" .5-' ' of oz- --- --------- OFFICIAL USE ONLY BELOW THIS LINE----— UPGRADE!FAILURE SOURCE(tor reponmg purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE OCOMPLAINT ❑OTHER: COMMENTS I CONDITIONS A- io ba_c7Y on 2o10 - co- o /o - SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS'. TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS.EQUIPPED 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 DATE ---- -3/ I / / 5-- ir—/MA41( YI/V1 3//t t Lr THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 127/2015 3,6i/v/ i , 4500m94,504/ -7-120tf-- ll 3Z0(0- Sn-O7) 7_,......) r , :,t, , : . .r\t,..) / .. r . 4)1): .: N N N N N.,, %---1 N\N Ns,s....,,s./ t • , D2.`� : i 1X -� \NI :LL._____LI L. /K L H it_ I [ 1 1 i Li_._[...ILL_____I_V NNN' i 1 i ; , .; I 1 F ! _ i I '• ./\(1: ' , -----i--- -I-- - i - - i__N, _-_1... i ._ ._ t1 . 11. , i 1 P 1 LI . i..1 .....______F ,, .__•_ ;___ •1 ,__7__ ._- ....--! i_ 1. 1 ___ ._i _i ; ; , I 1 x , L R p 1 • . • _ -, 1Hi_i_ i_ . i i I_I- - - 4 1 1_L 1 1 . ` MAsoc,, MAR 1. 11014 .�_ i -I. __t___ __ —�I ___ _ -- ._- -I- N m EN0R04EN i _ Ji iiIL _L ; RET TAIL N� _ i. i _; q ' I.-. I i I - _ _ � 1._._1 I___I I , ; 1. i _�_.1 I_I_ _ _I- - 1 _ttJJi±Li_ i -':i Li -1-_l_ I..._1(dTJt-- BAMFORD SEPTIC REPAIR, LLC J. _ _-�-- ' -- i I. 301E WALLACE KNEELAND BLVD _ _ _l _ I. - I-- } 1 STE 224-332 ---- _____ I .li_.--.L-__.I _J__i_.__1 ; I--I __ ELTON WA 98584-2985 _--• I i_ I EthtfHHH . ._..__---L.-�- l i orencor rya. .. ;� i ,r ,� �w : r i, 5Y ,7. ,• v.c;; 6 ;t )'xr•P� lwc r4..y,°f : r r D ;:‘,-.;.i.........,,, W A I E R 1- -e f,. fq.. `; ;x�;;T 0. ,' , "'B '''`a^' A� ' •iY. Y'.'';: ,•,..Erg' PVC .PumpBasins I Applications Standard Models Orenco PUC Pump Basins are designed to house effluent pumps, PB i 854,PB2454 sewage pumps,or grinner pumps in wastewater pumping applications. (Custom basins ore available for specific conf'gurations.) They are not IAPM0 listed. General Materials of Construction Orenco PVC Pump Basins come in 18 and 24in(450 and 600mm) F.ibed pipe 'SIC nominal diameters.Bases are fiberglass-reinforced polymer(FRP), Base =gip attached with epoxy.EPOM grommets seal all piping penetrations.A Grommets = C1',1 4in(100mm)inlet e!bcw and holes to accommodate splice boxes and . discharge piping are Iccated and sized to specific need.Fiberglass. access lids2nc stainless steel fasteners are sold separately. Specifications Opt onal equipments available. I Model O.D.,including rib I.D. Liquid capacity in(mm) in(mm) gal/in(Vmm) ..,..; - At.ifA•.+ ;t:4«- PB18XX - 7 9.44(494) i i.50(4'15) . 1.06 i0.r 6, PB24XX L5.63(651) 23.50(597) 1.68(0.281 --- -- Product Code Diagram ,. ti PB + it I + LI + ;= + 1 .,,6 5.; I--•r-- —ram --_ T T w,A !Y - I i I PO v,Ll•(l J i 1 I iar a .' Kr*, .1 �x ... I ,.°.•. trout,c • • I ::•,r^r i•,x;,icc ba(r:Mi: ' u, _ Plg.rt I 1:or(.11:K i cht"r ,,11 / try.. ". .. .. i,..:7,r•:n•,Orl•tr.'t.an`J • .. -5. k-Y • I 1 4 i32tnlit*i !4"\'13ilei I anx^er. . t'"— e IS°at4YRM I I Br a-.a.nu t I f l S3 a:x xi s,. w . y . `tC I p ms'a4}!Pm!(.. ?Ayr-al;Iwre Ilex. :, '(Y. Y. _4... • - &Dins:,r r co;sGbC.lint tar£a ems pt:3-0s. 9 Lam.. ',V.,. `' ', i 1Io.4ir•p/VIe a,•I%lT v h;ten pumps' • `u 4 r I I j I 1 - INIV-I w.t:I,sOrr..I.V.tnr G,GiCK 31 1.7Sr • t r '7.4! ^< ✓ I I . iral;n rr. r•:.xir^ � AF• I I L.... 1"1,..'. , .Y's 2r-vim-'' GC'= c[ (f?d7ar: V� y - 6EI e,s.,r: M 2024 ' �I: .MASONCOUNnEh /IRON:4+ENT .... :�: ;:,...a,� RE AL HEALTH 24in(600mm)P824XX PVC Pump Basin '•,'-.Itir:Tr,' '; ' (Shown with optional cleancut and vem Orenco Systems •B00-348-9843•+1 541-459-4445•www.orenco.com -PB-1 Rev.5 NTG-PB-PB-i Paget of 1 Sample Pump Basin Selection Guide These sample pump basin packages are used to pump effluent from a septic tank to a sewer collection line or dispersal area via an external pump basin. Specific applications include retrofits and pumping from a secondary treatment system to a dispersal area. The first column below shows an effluent pump basin package and its components. The other two columns give solids-handling and grinder variations. Refer to Pump Basins (PB) on page 31 for pump basin selection information. Note: Bold items in the "Solids-handling" and "Grinder" columns indicate a variation from the standard ("Effluent') component. Component Effluent Solids-handling Grinder O Pump basin PB2466C0V+L+10 P132454C0V+S+20 PB2454C0V+S+12 © Fiberglass tic FL24-4B FL24-4B FL24-48 ® Splice box SB5 SB4 SB4 O Float switch assembly MMF 3AT Y,B,R.W-27FS MF3A-Y,B,R-39FS MF3A-Y,B,R-39FS O Discharge plumbing assembly HV100BCFCX HV200BCX HV125BCX Pump PF 00511 PSE5011 PMG200 O Control panel _ Sin Si S2 O Biotubea pump vault PVU57-1819 -- APPROVED MAR 1 1 2024 MASON COUNTY ENVIRONMENTAL HEALTt: RET i I I I I tr aiTirli it �. '' -irimw- —'.. -ra , ,.... —4 N1ail.:::....:.l-f:•4':. ! 4 .t".:.::....-. \ liji)-/f s i C` 4 ..;i1 a i!: O:: 1 �o� u.� `o� 6I Q y iI 8 » r �1 » Effluent package Solids-handling/grinder package 4 APPROVED MAR 1 1 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET © SECTION:2.20.040 Trusted.Tested.Tough." FM2790 dimmaimmollIlmolololoollmoor • Product information presented li'fiZLirlf: a 1216 here reflects conditions at time Supersedes rof e publication.Consult factory POMP COMPANY 0715 regarding discrepancies or inconsistencies. • TECHNICAL DATA SHEET WASTE-MATE SERIES Models 270, 4270 Sewage/*Effluent or Dewatering Pumps • PRODUCT SPECIFICATIONS SINGLE SEAL 4.314' 8 6116' Horse Power 1 (121 mmj 1 1211 mmj I MI1. 6.13/32-(163 mm) Voltage 115 or 230 1 '' cc Phase 1I 1 Ph / :'�'�� ..A 4.3/4'1121 mm) fiNi o Hertz 60 Hz t 0 RPM 3450 ` ` G Type * Permanent split capacitor ..• t`2 NPT • Insulation Class B Amps 7.5-15.0 i Operation nonautomatic • "o IDischarge Size 2"NPT I II Solids Handling 2"(50 mml spherical solids 14-21/32' aMil II Cord Length 20'(6 m)standard •(372 mm) '����. a.2 Cord Type UL listed 3-wire neoprene cord and plug I t;'5-29132'(150 mmj p Max.Head 29'(8.8 m) 'r I a Max.Flow Rate 132 GPM(500 LPM) Max.Operating Temp. 130'F(54'C) • Cooling Oil filled - DOUBLE SEAL Motor Protection Auto reset thermal overload Cast iron 4.314• - 8.5/16_ Cap (121 mm) (211 mm) Motor Housing Cast iron 6-13:32'163 mm) Pump Housing Cast iron ro....t..,A, - 4-3/4'(121 mm) Base Cast iron or engineered plastic ' rp1 ,����,h`4l�l,1 ' AHD Cl) Upper Bearing Sleeve bearing \� J •` ct Lower Bearing Ball bearing 'or 2"NPT CC Mechanical Seals Carbon and ceramic !JJ Impeller Type Non-clogging vortex I Skit - CImpeller Engineered plastic _ LA 2 Hardware Stainless steel Motor Shaft JIS S45C steel 18-23132" I I Gasket Neoprene 1475 mmj Simplex:24"x 30"(60.9 x 76.2 cm) I �6�� Min.Basin Size Duplex: 36"x 36'191.4 x 91.4 cm) 1 ��14«, l+6.1/4"(159.111117 mmj III Li_�____- NOTE: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing Sx1532 timers with nonautomatic pumps. n NOTE:See model comparison chart for specific details. r P R O\f E E • May be used in those states where codes do not restrict solids size in effluent systems. CC MAR 1 1 2024 c S�us [ 1xl Q /pu6H MASON COUNTY ENVIRONMENTAL HEALTf R c.s1 d a.:.A i E i t 4**r 227675 • ©Copyright 2016 Zoeller'Co.All rights reserved. 502-778-2731 1800-928-7867 13649 Cane Run Road I Louisville,KY 40211-1961 I www.zoeller.com 4 TOTAL DYNAMIC HEAD N PUMP PERFORMANCE CURVE MINUTE tili LL MODEL 270/4270 • FLOW PER . MODEL 270/4270 $ 30 ' l ■,■■ ®®® 500 25 `, ■■ n ® 3.0 101 382 = 6 i„ �ai■ ® 4.6 291 S .■■ 20 6.1 56 ® r to ®® 29 n® 0 4 ■■■•, Shut-off Head: 29 ft.(8.8 ) o to 2 I 1 ■■ g IMO MI 0 20 40 60 80 100 120 14D GALLONS LITERS 0 100 200 300 403 500 FLOW PER MINUTE 31322C MODEL COMPARISON Simplex Duplex Lbs Kg Model � Mode Volts � Amps ���® 1 or 2 3 ® 1 15.0 60 ®®© BN2708E ® 60 ®® BE270 ® 230 1111111111111111111 115.0 � 60 ®© N270 ®®®v v 60 ®®®© 111111511111111111111 Non ;5.0 ®N4270 Double v®v 50 Single ® 230 ® 33 1 or 2 MEM E270 ®®�® 60 E4270 Double _- , Additional cord lengths are available in 15'(5 m).35'Mom)and 50't15 mi. SELECTION GUIDE 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM1228 for correct model of simplex control panel. 3. See FM0712 for correct model of duplex control panel. CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators for duplex systems available wth variable level control switches. • Minimum recommended basin size(small load applications): Ap p R O V E C�Simplex- 18" x 30" (45.7 x 76.2 cm) Duplex- 30" x 30"(76.2 x 76.2 cm) MAR 1 1 2024 Standard All Models- 270-Weight 49 lbs. (22.2 kg) MASON COUNTY ENVIRONMENTAL NEAL"t' • 4270-Weight 73 lbs. (33.1 kg)• RET High water alarms available • Mechanical alternators available for duplex systems a CAUTION Maximum temperature of sewage or dewatering must he limited to 130°F(54°C).For over 130°F(54°C),special quotation required. All installation of controls,protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be p CAUTION followed=ncluding the most recent National Electrical Code)NEC'.and the Gccupational Safety and Health Act(OSHA). c Copyright 2016 Zoeller''Co. All rights reS40211-1961 ( www.zoeller.ccm 502-778-2731 1800-928-7867 13649 Cane Run Road Bamford septic Repalr,LLC 301 E. Wallace Kneeland Blvd STE#224-332 13607902364 Shelton, WA 98584 PROPERTY INFORMATION Location:E BEAVER AVE Shelton Tax ID. 320105001029 Mall To NORMAN R&CAROL ABRAHAMSON 3408 NE 17TH ST Use: RENTON,WA 980563235 GENERAL SYSTEM TYPE:Conventional (Non-Pressurized) ON ID:320105001029 County Area: Oakland Bay MRA -- ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT -• Fold Here Here Inspected:03/04/2024 - Inspection Type:ROUTINE - Correction Status:No corrections needed Company: Work Performed By: Submitted 03/11/2024 by: Bamford septic Repair,LLC Thaddeus Bamford Thaddeus Bamford COMMENTS& GENERAL INSPECTION NOTES No Deficiencies Noted On 2/29/24 and 3/05/24 I inspected septic tank with water both times at operating level. Baffles in good condition. Located dry well and in good condition.Appears to have had little to no use. Intend to put risers on all openings and install pump basin on 1441 E. Beaver Ave and pump to septic tank on lot. Exposed old outhouse/privy and treated with 100#of type S lime and decommissioned and backfilled with dirt mounded. GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected Components accessible for service: YES All required service performed(if no-specify omitted inspection items in notes): YES Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(structures/impervious surfaces) NO All riser lids securely fastened upon departure: YES Electrical repairs needed. If YES describe in comments: NO Inspected components appear to be in good physical condition: YES Root intrusion on any components. If YES describe in comments: __ NO Settling problems observed. If YES describe in comments: NO The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO ONSITE SEWAGE SYSTEM INSPECTION DETAIL ANK:Septic Tank-1 Compartment This component was: Fully Inspected Effluent level within operational limits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required). YES Compartment 1 Scum accumulation(Inches,if other specify): Compartment 1 Sludge accumulation(Inches,if other specify): Pumping recommended: NO APPROVED MAR 1 1 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET This report indicates certain characteristics of the onsite sewage system at the hare of vrsrt In no way is this report a guarantee of operation or future performance. ReportiD: 1267405 View inspection reports online at www.onlinerme.com Page 1 of 1