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HomeMy WebLinkAboutSWG2024-00219 - SWG Application / Design - 5/17/2024 ® MASON COUNTY °i5N6SHELTON 0427-97WA96564 $HELTONI 3602764467,EXT 400 BELFAIR:360-275-046],EXT 400 Public Health & Human Services ELVA:360182-5269,EXT 400 FAX 360127-7787 On-Site Sewage System Permit: SWG2024-00219 APPLICANT ROWLANDTRAVIS Phone: 360-870-1287 Address: 1091 SE CRAIG RD SHELTON, WA 98584 OWNER ROWLANDTRAVIS Phone: 360-870-1287 Address: 1091 SE CRAIG RD SHELTON, WA 98584 SEPTIC DESIGNER JUSTIN RUSSET Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER,WA 98511 Site Address: 1130 SE Craig Rd Primary Parcel Number. 319052190001 Permit Description: 3-bedroom pressure system w/class B waiver Permit Submitted Dale: 05/17/2024 Permit Issued Date: 06/14/2024 Issued By. David Anderson Current Permit Fees Paid. $805.00 Iadi fees may be required upon msullanon or system). Permit Expiration Date: 06/04/2027 (based on dare or ms9eenonl 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 Masan County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic DesignerlEngineer 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/oss4nspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE OF I r 1 1 I MASON COUNTY DAT AIIIAT, a � DO a COMMUNITY SERVICES MD RILL 05 111111EIL c DO O RD PobFa Health ICOmmunly Health/Emhonme YIHealth y SWG aoa� - ooa�a o p Z N ON-SITE SEWAGE SYSTEM APPLICATION 3 A APPLICANT PHONE ` IT, m TRAVIS ROWLAND 360-870-1287 i c MuurvG AooREss-STREET clry srATE.ZIP cooE 3 -0 1091 SE CRAIG RD SHELTON WA 98584 m SITE ADDRESS-STREET Cm,zIPCOOE 4t A 1130 SE CRAIG RD SHELTON WA 98584 � I w NAME OF OFMCNER PHONE JUSTIN RUSSELL 360-970-1233 MIEOFINSTALLER PHONE O CD C_ PERMIT TYPE(ubtl oTN DRINNINO WATER SOURCE y O �RESIOENTIALOSS F COMMUNITYOSS elCOMMERCIALOSS ff PRIVATE INDIVIDUAL WELL PRIVATE TWO PARTY WELL $ I � TYPE OF WORK(sektlane) IS PUBLIC WATER SYSTEM �7 NEW CONSTRUCTION I UPGRADES ffREPAIRi REPLACEMENT OTHFRDETAILS NOMPell OBlapCN) STABLE IX REPAIR N SESIVInALs E3 SURFACING SEWAGE ❑EXISTING FAILURE [I SHORELINE m Ln DESIGN FORM(REQUIRED) IRISER71C DESIGN(REQUIRED) BEDROOMS LOi 5¢E 1- Lpq WAIVERFG(IF APPLICABLE) 3 2.10 ACRES n DIRECTORS TO SITE AND SITE CONDITIONS RV be.1Al.i FROM HWY 3 AND SE CRAIG RD, HEAD EAST ON SE CRAIG RD AND CONTINUE TO I o SITE ON RIGHT. 5 1O to SITE MVSF BE FLAGGED FROM WIN ROAD AND TEST HOLES MUST RE HENR U MTH TEST HOLE ADMIRERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE ILU IQFM119 PPTXAS) ❑VOLUNTARY OMAINTENANCE/PUMPING Q BUILDING PERMIT ❑HOMESALE QCOMPLAINT OOTHER'. INSPECTOR SOIL LOGS COMMENTS,CONDITIONS (fit 9i Lt`L mo 1 4A 1'R O �y fiw-fdf4l ,yy Fo !t3-Q- 31" Gf� lbaa ut-ll"wY ►tB� d fit SOIL LODES RECORD DRAWING ADD INSTALLATION REPORT Y G=GRAVELLY s=SAND L LOAM S,-SIT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPRowL. IN$PELT SIGNATURE ORE APPLICATION E%PIMTION GATE APPLICATIONAPPROVEDII55UEBBY DATE 6/ col 6 z Zoa THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WESSITE REMISED 11nIUI IN, DI'SIGN FORnI—PA6F OAF A.,essIo , I'll cc[ Number; 3 i Y o S — 2 ! — 9 0 C) 0 / d design will be reviewed when 3 copies of each oflhe following arc sit bmilled: °( P It[1 ac l 1111,1 g [111-:t that he.bin 51-1e11 a nl C,L LI ° S1,11111 lnvnm xk wl_ lcluding all 11111111,111,HILL,111t dmd<Ii.t LeIT1 111L1 I II1111,el l up p pool,l e it,, on chcekl rsL "( .,LGml lk,tc I, in-ludmg:II glli, hI,iron' ndsekl]a. This form may be scanned and available for public view an the Masan County Web site. Ifa,vuun I .... ..... PARCEL IDENTIFICATION I'uniit NWnhCC SWG�aLA' awF JUSTIN RUSSELL TRAMS ROWLAND 360 970-1233 Apahc.,II s Nam¢ IJeSi ter s Phone Nt hen llddm -1ddcsr 1091 SE CRAIG RD AAdrest: 4931 681 H AVE NE Dc.I r s SHELTON WA 98584 OLYMPIA WA 98516 ( ill - __ Slate /ip Utv Sldtc /ip DESIGN PARANIETERS Treatment Der ice ❑f I no Hlotio, ❑ nand FIIWi ❑ MUund ❑ 8aml I.in:1 Uialnlldd ❑ li lazin_e I iltcr.lypc ❑ Ammhc I ill M,J,, VI,Jol ❑ Dieinlul lnn foil M1iaRc Modol Oil, Di fill 'I ype ❑ Gracit. PIY¢seua LPh Ycnch ❑ lied ❑ Sub SL.I...Drip Septic Tank/Drainfield Specifications Laterals Vumbcrof@dr00nis 3 / SChe<Ia Iu C lass 40 Dail} Flo,, Opcmtlnu Capadn- 2700 gpd I ength 50 fl Dalh,Ilo.I Dc>ipn Flo, 60 ppd Diameter t25 61 SCptic lLnG( IP.Stc lworking) 1.200 ,1a1 Sumbcr 4 Rme i Jm«Soil I tl-hl 4 Scparutioa 6 ft R......n4 Soi- 1ppl lute ,6 gpdtR� Orifices Requ'ued Primary.Vco 600 J it Total Nuntba H1011 icas 100 Doeianc.I Primary Ara, 600 / IT lo,it"cr 1/8 in Dcaiencd Rcasm Ara, 600 it' Spacini, 24 in Tic n.1, B,d Width 3 it Manifold I cncT L;cd I.v-o,PII 200 it SchcdulciClass 46 ' I7evatiml Measurements Lcngdi 49 R Originallo inticld 9rce Slop, 5 1liamacr 125 in Neu Slupc If ,1ltcmd prctLtTed manifold contlmvatiun uscd> 9Y11 0 No Depth of Ii.eavorion I-, le 6-12 - in Transport Pipe from Original Grady 6-12 in sd,cdulel( I... 40 Oesign.d I,Nacal ScpazaGna 12, in I....atlt 162 It (o,,11,-Chambers RcIluircd7 Ff Vcs 0 No ❑ Opdooal Diameter 2 in Puugi RCquired7 9 Vc. 0 No Dosing and Pomp I hambci Pump/Siphon Specifications Number ofIt day 4 Doll: nEll"T' ll3cnscen pump& L ppermost(lritice 0 fit DI,quenlit) 67 — ¢al D ILL i it IT c l If Sg lritt l i efight'S JeCI ed Rel ANTI l l 10ad7 5 !t Chmnber Capacitc(flood) 1200 oaf UppermostOrilice0Llighcr &rI oleu titan Pump Shutoff Pump canals Please check those required. ( apacity:8 lbl,l P...sorc fil,d 4200. gpm Fr'Imer L9}lapxc Memr IdLI it Co enter C LAC Itlated Total 11msnc I Icad 20.86 t1 It Timer: PuIll)on 1 MIN 35 SEC Pump nfl' 6 HOURS Colnntents Of SIGN NORM-- 11 kGET\A'O Assessor's I'erecl Aunbcr 3 1 1 0 5 _ Z. I — 9 0 0 0 1 p"III I Na ndxr 5VA'Ci DESIGN C'HECKLIS'f S Scaled Plot plan Scaled Lacnut Sketch Gass-Seclion Sketch llJ 'I ,I hole locaiinns ® DI innfield orientation and Iavoot Re2rence depth trom onF final ;n'ndc * Soil loos 1;1 Tramh;I,A Iimaision, and Lg scpnctall, P1 I'ro,xny lice, critical diotances midtin layout LJ Drainfidd curer R1 l"Inn"and proposed wells 9 D-BoxlVahvc box locations Rcfarnce depth lions ongival grade wi dr l n 100 It o l pro perry 9 septic lank:puny chanibcr and lest[ictive'tide: ® Measurements to cuts, banks_and IocaGoas [d I,lent'. nench lied. top and eurlitce water and critical areas C3 obeecratinn port location bottom R1 Locati0n and oncnitaian of Rf Clean out location ❑ Curtain drain cokcior curtain drain and all absorption Lg Manitold placcmcnt ❑ Sand auemontatinn oonth0aBnI1 H Grlflet placcmcnt Other c...ss-section detail: H I ocatiou and dimension of Ef IdlCral placement kvith distance 9 Obsenalion pailsrclean-outs pt nary system and rcacree area to edge of bed Id Buildiiies Other Infm'mation 9 Audible eaual afoul r.fcrcnccd Yes Yo 0 Dn'Clion of slope find oor - L( Scale of drawing shown on sole L°1 ❑ Design stoked out 9 AA a2,I ILey bar ❑ LY Recorded Notices attached 0 R"ad" eascnena. driveways, Lq ❑ Waiver(s)tinaehed parkins ld ❑ Pump cure attached P1 No, arrow and scale drew ins ❑ [Y r:oaluation or I.lmc shown on scale bar Non-renidcn of justification ❑ Lg N`astc strength ❑ ET I low DESIGN APPROVAL The undcrsi,ned desiencr mcut be notinicd by nstaller at 6nc of installation 9 Ycs ❑ Su Sig m�)aiener -. — Date - - the undersigned line revierced this desi,m oo behalf of Mason(lmnty Public Health and dctctinined it to be in couy>liatue with stale and I"'al tin sitesitc rr-u� �l1` `( Lnvironmcntal IlCalII Special tit Date CAL I [ON: DESIGN APPROVAL IS VALID ONLY CN'DER 711E I OLLONNING CONDITION: ✓ I he d sign I, etampcd`)\pproved" by Mason Counts, Public Health_ ✓ ['heOnsit Se"a,c Pcnuit has not cxpacd. the Pcrnit I apiradon Datc is: ✓ Drainficld site conditions hava not been almrad Un adversely affect conditions of design appnt�al. 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. C pdzted Dim: L'_;7''01r _ - -_ __... _ _ J -�_ __-.. I I-.-_-�_. . __ II II T li - II li � I I � �� �' �, =tis � v � II -_ _. � - L 0 I! T , ' ti��tE � �� �'i � - --�, �� f_', ���,,,,v�-�' r a, l�9 ..-` Y.. I I � � � i L �l fff� � I �- - - _ 1 `,, ALPHA SEPTIC SOLUTION, LLC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: May 10, 2024 APPLICANT: TRAVIS ROWLAND LEGAL: LOT-. 1 OF SP#2997 AF 91880072 PARCEL #: 31905-21-90001 PROJECT#: DESCRIPTION: NEW CONSTRUCTION OF 3-BDRM HOME t S/r 3�a4 14E` t ''fps PROJECT DETAILS: 4 NUMBER OF BEDROOMS 3 t0'0°'� l' .. . NMPt�laa....--= GALLONS PER DAY (GPD) FLOW 360 i i'Nra o rs �m� OPERATING CAPACITY (GPD) FLOW 270 APPLICATION RATE 0.60 DRAINFIELD -Absorption Area Required 600 SQ.FT -Absorption Area Designed 600 SO.FT - Trench/Bed Length 200 FT -TrenchBed Width 3 FT DRAINFIELD CROSS SECTION - Bed Depth 6-12 INCHES Graveless Chambers 8 INCHES Sand under Trench/Bed 0 INCHES -Vertical Separation 12+ INCHES - Fill Depth 12 INCHES SEPTIC TANK - Size & Composition 1200 GAL CONCRETE -New/Existing New AI.PHA SP.P'11C. SOLUTION, 1-1.C. APPLICANT: TRAVIS ROWLAND DATE: May 10, 2024 PARCEL #: 31905-21-90001 PRESSURE SYSTEM - 4 LATERALS System Parameters Pressure Calculations Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 epm Residual Head at Last Orifice 5 feet Total Lateral Length 200 feet Orifice Spacing 2 feel Number Orifices Lateral 1 25 Number Orifices Lateral 2 25 Number Laterals 4 Number Orifices Lateral 3 25 Lalera1 Length 50 feet Number Orifices Lateral 25 -ateral2 Length 50 feet Total Discharge Rate 42.00 gem _ateral3 Length 50 feet Lateral4 Length 50 feet Friction Loss Pice Class 40 TightPne Friction Loss 4.70 feet Lateral Lire Size 1.25 Inches Manifold Friction Loss 10.16 feet Lateral Flevaton 210.5 feet _ateral Friction Loss 0,80 feet Friction Loss throcgh System 15,66 feet Manifold Length 49 feet Manifold Size 1.25 inches Dynamic Head Residual Head at Last Orifice 5 feet Elevation Difference 0 feet Ado on Friction Loss 0.2 feet Elevation Differecce 0 feet Tightline Lergth 162 feet 'notion Loss through System 15.66 feet Tightline Size 2 Inches Total Dynamic Head Loss 20.66 feet Add-on Friction Loss 0.2 feet Total Discharge Rate 42.00 gam Total Dynamic Head 20.86 feet Drain Down Calculation: If orifice orientation Is 12 O'clock, the following calculation does not apply. Orifice Orientation 120'Cloca Length of Pipe 200 feel Llqulc Volime in Pipe 15.60 gal Drain Down Volums 780 gal 7XVolume 54.60gal ' >• � f�-3jLy- Dose Volume 67 Dose volume meets 7X rule'. WA ll N 0 FSI NL`�1 Mg.'kyPumps- . Specifications 290 Series 3/4 hp Submersible Effluent Pump LITERS PER MINUTE 0 50 100 150 200 250 300 50 45 14 40 12 '. ucfNsm oEsl u 35 10 30 rc r � W 2 I r p 6 F < 25 0 a � e x 20 6 p 20.86' 15 10 2 5 0 0 0 10 20 30 40 50 60 70 60 90 42.00 GALLONS PER MINUTE - O G JCS C U <) -> - - 13 TDD D x - z _ r , ti `T i - = T r N 4 -Z I � r I - �f r 9 � I I' •.•��+ of - lo� i — N WATER zm z m zm �n mO AD o om o N r TT A Jam ' A N o ul rTl A O 2 p CO n d ^ O O N r -o D z �n \ — 00 r z 3 n. 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