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HomeMy WebLinkAboutSWG2024-00169 - SWG Application / Design - 4/24/2024 w MASONCOUNTY 415NBSHELTON: 6S 27-O70,EXT 684 r SHELTON:3604275 67,EXT 400 BEELMA:360 2-4467,EXT 400 Public Health & Human Services ELMA:360-082-5269,EX7400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00169 APPLICANT HOOD RENTALS LLC Phone: Address: 905 HARRINGTON AVE NE N405 RENTON, WA 98056 OWNER HOOD RENTALS LLC Phone: Address: 905 HARRINGTON AVE NE N405 RENTON,WA 98056 SEPTIC DESIGNER MICAH HALVERSON• Phone: 360-490-6365 Address: PO BOX 1519 SHELTON, WA 98584 SEPTIC INSTALLER LOGAN SPEAR* Phone: 360-427-4440 Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584 Site Address: 27051 N US HIGHWAY 101 Primary Parcel Number: 323312490010 Permit Description: Tidewater RV Park System B for 12 RVs Permit Submitted Date: 04/24/2024 Permit Issued Date: 05/17/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $3,240.00 (addaonal fees nay be rationed upon inatsuadan ofrystec). Permit Expiration Date: 03/08/2025 (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 Drainfield installation not to exceed designed upslope and downs/ope depth specified on design form. 4 Installeris 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 backffll of system components. 6 Mason County Asbuik Form, Record Drawing, and Installation fee must be submitted for final installation approval. 7 Rvs and sewer transport line must be removed from 100'Group A sanitary control area prior to final 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-inspection4equest.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY oATEBK£NTD. MASON COUNTY �� y ® COMMUNITY SERVICES MAM M'3 6 2 m O N PW�Mr1A ICtmmunny HezlM/FmlmmnmdlHNIM) q - < y SWG OFL - dV o o Z N ON-SITE SEWAGE SYSTEM APPLICATION Dic P M n m pPPLIWNT PHONE r Hood Rentals LLC z MUNO�DDNEc 15914 1B48TH Ave NE CODE Woodinville We 98072 a SREPODRESS-STREET,CT'.zIPCODE 27041 N HWY 101 Hoodsport We 98548 W a piMicah Halverson 360 490-6365 NMIE W INSTPLLER PHONE Q IW W tA) Logan Spear 360-239-1541 wW W PERNSTTVPE(tl .) MINNINGMTERSWRCE O E7RESIDENTIALOSS ]GCOMMUNITYOSS IKCOMMERCIALOSS EPRIVATEINDIVIDUALWELL GPRNATETYuV~TYWELL TYPE OF NON(IeMeN"rel (�PUBLIC VATER SYSTEM I r 6NEWCONSTRUCTIONIUPGRADES WREPAIRIREPLACEMENT OTHERDETUS(m O'I,'.p ) ❑TABLE IX REPAIR SUBmAIb ❑ SURFACINGSEWAGE ®EXISTWGFAIWRE ❑SHORELINE IhI �'1• RDESIGN FORM(REQUIRED) 19SE"COESIGN(REGUIRED) BEDROOM LOT SUE m I~W pM S I]VNIWER(S)(IFAPPUCABLE) 12 RV 3.34AC combined x Is 9 DIRECTIONSTOSOEANDSRECONDITIONS:(.k (We) Meet with Rhonda 3/8/2024 IO O© O System T" application IO O- $REMUSTGE FIAGGEO FROMANW RPAPAIm rFSTNOLES MUSTBE FLAGGEG KnN 1ESTN0LEMI1lDIS. 1 OFFICIAL USE ONLY BELOW THIS LINE UPCAADE l FMLURE S W RCE Ib�Ro�"i pupowP) ❑VOLUNTARY PMNNMNANCEIPUMPING PBUIWINGPERMIT PHOMESALE OCOMPLMNT POTHER: INSPECTOR SOIL LOGS// CONAENrSI CONDRONS Z APR 24 2024 U 0' 67 �1�,rnS eY RECORD DRANINGAND INsrKunoN REPORT 30IL CODES: V=VERY G=GR.WEULY S=BWD L=LOIUI SI•SBT C=OIAV E=EXWEWLY R=ROOTS RWUIRED FOR FMOLAPPRWM. INSPECTOR SIGNATURE MTE -----ON"PIRAnON DATE APPLI TIOH MPRMEIX ISSUED DATE -5 K TNM FORM MAY BE 54NNED AND AVAY.ABLE FOR PUBLIC VIEW ON THE MASON COUNTY MESITE RWISEDIW=18 3Z3 3 1 2't 400 1 a DESIGN FORM-PAGE ONE Assessor's Parcel Number: S Z 3 3 I - 2 3 - 1 O 1 A design will be reviewed when 3 copies of each of the following are submitted: 3 Z 3 3 1 2. 3 Cf 0 1 L 9 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. 0 Cross-section sketch, including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site. Maximum paper size: Il"X 17" PARCEL IDENTIFICATION Permit Number: SwG—q,0-j Mfn2)L�t Designer's Name: Micah Halverson Applicant's Name: Hood Rentals LLC Designer's Phone Number: 360-490-6365 Mailing Address: 15914 148N Ave NE Designer's Address: PO Box 1519 Woodimille Wa 98072 Shellon We 98584 City State Zi Ci State Zip GN PARAMETERS Treatment Device ❑Glendon Biefilter ❑ Sand Filter ❑Mound ❑Sand Lined Drainfield Cl Recirculating Filter,Type: RrAerobic Unit Makc/Model NuWaler BNR-1000 p Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity s(Pressure It Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 12 RV Schedule/Class 40 Daily Flow:Operating Capacity 960 gpd Length 70 ft Daily Flow:Design Flow 1000 gpd Diameter 1 1/4 in Septic Tank Capacity(working) 2383 gal Number 6 Receiving Soil Type(16) 3 Separation 5 - 6 ft Receiving Soil Appl.Rate .8 gpd/ff Orifices Required Primary Area 1250 f Total Number of Orifices 84 Designed primary Area 1260 ft Diameter 1/8 in Designed Reserve Area N/A ftr Spacing 60 in Tmch/Bed Width 3 ft Manifold Trench/Bed Length 420 ft Schedule/Class 40 Elevation Measurements Length 30 ft Original Drainfield Ares Slope level ^/ Diameter 2 1/2 in New Slope,If Altered " % preferred manifold configuration used? ❑Yes RfNo Depth of Excavation Upsiope 36 Max in Transport Pipe from Original Grade Down-slw 36 in Schedule/Class 40 Designed Vertical Separation 31 in Length 200' max ft Gravelless Chambers Required? ❑Yes Ill No O Optional Diameter 2 in Pump Required? Ed Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Diff.in Elevation Between Pump&Uppermost Orifice 12 ft Dose quantity 120 gal Grainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(Rood) 2765+351 gal Uppermost Orifice Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 39.1 gpm SKTimer G(Elapse Meter G(Event Counter Calculated Total Pressure Head 25.4 it If Timer: Pump on TBD .Pump off 3 His Comments Pre-construction meeting required with designer. (System "B" Design Form) 2331 Lei 900 r 0� 'DESIGN FORM—PAGE TWO Assessor's Parcel Number: 233 i -- 2a - _q © ! o $ Permit Number: SWG 3 L a 3 T a 3 y c 1 o q DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch IQ Test hole locations 91 Drainfield orientation and layout Reference depth from original grade: K Soil logs K Trench/bed dimensions and 9 Septic tank A Property lines critical distances within layout Rf Drainfield cover M Existing and proposed wells D-BoxfValve 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 14 Laterals,trench bed,top and surface water and critical areas Observation port location bottom IS Location and orientation of M Clean-out location "9R.sk,, " ❑ C.swa a l atOr curtain drain and all absorption 9 Manifold placement ❑ components Rf Orifice placement Other cross-section detail: Location and dimension of Lateral placement with distance K Observation ports/clean-outs primary systenta°daaser� to edge of bed R Buildings Other Information (� Audible/visual alarm referenced Yes No jk Direction of slope indicator Scale of drawing shown on scale ❑ I LDesign staked out ❑ Waterline, PEsst ,a," bar 4. ❑ Recorded Notices attached k Roads,easements,driveways, ❑ 6Q Waiver(s)attached parking Q ❑Pump curve attached g1 North arrow and scale drawing ❑ 9 Evaluation of failure shown on scale bar Non-residential justification ❑ KWaste strength ❑ IiFlow DESIGN APPROVAL The undersigned designer must otified by installer at time of installation 4&Yes ❑ No yby/m s y Signal=of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: �(�Kl Mv8 `rtM Environmental Heal Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ; v rrr✓ ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: , �j ✓ 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 Daze: 12/72015 d4 � a m (gyp O o c 0 Z3 x� 1y yaE mom / n ao m o w m r. ' ` D M - / aya � s Qmo S , y 1 11\ da� D p I nya aim \ 'Jill / 1\ o H n— m n So / m ° D D aa �i as mg o.� ➢ D N O ! D J __ , ____g ________J cn D N i 3_ mmm 0 _ _ _ _ _ _ Car G D 6 � _ - , N I ^ p � a I � a 3 D I - _ r 2 O G R I. k � I I @ O 1i ilul � mNNNtP f/10 (/1 NO O O y.ry U1 K. C C C Cl C (n^ ry N I �-'o n� o. �n N bNp AtN O� � �n'0 2 y m N Q A m N S o G N m N yro3vv3 =;3 o' 3 N Na a = 3 N 2�~N j N z Z O a n o ` m o A a v � � m o � o 00 0. 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