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HomeMy WebLinkAboutSWG2024-00256 - SWG Application / Design - 6/7/2024 MASON COUNTY 475N BSHELTON:STREET,SHELTON, 70,EXT 5B4 SHELTON:W0427 - 170,EXT 400 4 BELFAIR:380-2]5448],EXT 400 Public Health & Human Services EWA:M"82-5269,EXT 400 FAX,360-127-7787 On-Site Sewage System Permit: SWG2024.00256 APPLICANT SPEAR ET AL LOGAN &BRENNA Phone: 360-239-1541 Address: 2000 W Shelton Rd SHELTON,WA 98584 OWNER SPEAR ET AL LOGAN&BRENNA Phone: 360-239-1541 Address: 2000 W Shelton Rd SHELTON,WA 98584 SEWAGE DESIGNER MICAH HALVERSON- Phone: 360-490-6365 Address: PO BOX 1519 SHELTON,WA 98584 SEWAGE INSTALLER LOGAN SPEAR' Phone: 360-427-4440 Address: 2000 W SHELTON VALLEY RD SHELTON,WA 98584 Site Address: XXXX SE Lynch Rd Primary Parcel Number: 319024190004 Permit Description: 4-bedroom OSCAR X02 system w/OS-100 coils Permit Submitted Date: 06/07/2024 Permit Issued Date: 07/08/2024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (addiaonaranmuyo mquire u9un msmnauon ursywm). Permit Expiration Date: 07103/2027 (Sasodoawa dinapavoa) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department sta%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 ups/ope 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 back ill 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.govlheatth/environmental/onsiteloss-inspections quest.php or call: 360-427-9670,extension 400. MOM, �,�� OFFICIAL USE ONLY»n a O m (Aw t0 < to QT z IA ON-SITE SEWAGE SYSTEM APPLICATION a a ITI M m APPLICAM PXONE r Logan Spear 360-239-1541 v z MNuxGADDREN-STREET cm.sTATE.zIP CDce 2000 W Shelton Valley Rd Shelton Wa 98584 a Undeveloped - Land _z4JV W EOF DESMER PNONE Micah Halverson 360-490-6365 NAVE OF INSTADER PHONE Q I� Logan Spear 360-239-1541 S PEPMITTYPE(a'aY areJ DRINKING VLATER SOURCE ( SiDENTNL DGB ECOMMUNRY O55 6COMMERCBLL OSS GPRNATE INDIVIDUAL WELL II�PRIVATE TWOAARTY WELL z IARI TYPF OF MRK(wYMwN) Q PUBLIC WATER SYSTEM I IJ- �NEWCONSTRUCTON/UPGRADES I],REPAIR/REPLACEMENT OTXEXOETAB.S ryYeeMTMgagvl OTABLE IX REPAIR SUBMITTALS 3 SURFACING SEWAGE 0IDUSTING FAILURE E3 SHORELINE W LDESIGN FORM(REQUIRED) KSEPTICDESIGN(REQUIRED) BEDROOMS LOTSRE n r- 6W1NER(S)BFAPPLICABLE) 4 1.86 AC x I I.. DIRECTgISTOSITEANDSNE CONOMONS: From US HWY 101 at Tayler Town, turn onto SE Lynch Rd. Parcel is just pa/1 E Sells p Dr intersection on your left. Test holes are marked with pink ribbon. JU �� c I O N10 NIEMUSTREFLAOGEOFR UNUUNWAOAND TESTNGLESNUSTWF"GGMMMTESTHOLENUI RS. �0�� OFFICIAL USE ONLY BELOW THIS LINE UPGRADE FAILURE SOURCE(A+ ft W ) [3VOLUN1ARY [IMAINTENANCEIPUMPING OBUILDINGPERMIT OHOMESI.E [3COMPLMNT DOTHER: - - INSPECTOR BOB.LOGS CCMI.ENTSICONDR10N5 Lf T01, 0-23" SrGt, W/ n+DWeNte sFbanS.trsfrweUw P6 + 23 4( MO (YP65 IX ZA-2f Sac. 1. " TitL'O- tf'f'41 t L,/ eduat 5vk4� 9-C*4"- fWf t 2 ;1"�-/ ft f �vs z3-)I' 54(L i1+3 0 23A JitlL at mrAUB'/ S"�RSRIi✓SrrMctrwp tJ- W sac rHv:d-t6` f,'CIL kr/ m durFt SvbogfF+lr f++w+ - t a+ td Ld met . SOL r RECORD DRAWNGAND INSTALLATION REPORT SOILCOWI V=VERY G=GRAVELLY S-SAND L-LOAM SI=&LT C=CIAY E•EMREMELY R=ROOTS REQUIRED FOR FMALAPPROVAL. INSPECT ��� OAIE PPPLICATK��� � APPLI HMPROVEN ISSUED BY THNS FFMM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REMSE01WO015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: J I q ©L— y1 — S C© 0- A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. I 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 cherddist. This form maybe sunned and available for public view an the Mason County web site.Mmimwn papff Size: l l"X IT' PARCEL IDENTIFICATION Permit Number: SWr"A0 q_-_Q �3� Designer's Name: Micah Halverson Applicant's Nerve: Logan Spear Designer's Phone Number: 360490.6365 Mailing Address: 2000 W Shelton Valley Rd Designer's Address: PO Bat 1519 Vinson we saw Mellon we 9&%4 city State zip city State zip DESIGN PARAMETERS. Treatment Device ❑Glendon Biofilter ❑ Sand Filter ❑Mound ❑Sand Lined Driludeld ❑Recirculating Filter,Type: fi(Ambic Unit Make/Model Oscar X02 ❑Disinfection Unit Make/Model Other: Drainfieid Type 0 Gravity ❑Pressure ❑Trench ❑Bed ill Sub Surface,Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class Per Oscar Daily Flow:Operating Capacity 360 gpd Length it Daily Flow:Design Flow 480 gpd Diameter in Septic Tank Capacity(working) I000 gal Number Receiving Soil Typo(1-6) 5 i Separation ft Receiving Soil Appl.Rate .4 gpd/fe Orifices Required Primary Area 1200 tt Total Number of Orifices " Designed Primary Area 1222 ft Diameter " in Designed Reserve Area 1222 ft' Spacing in Trench/Bed Width 39 ft Manifold Trench/Bed Length 31.33 ft Schedtde/Class " Elevation Measurements Length R original Drainfield Area Slope 5-7 % Diameter " in New Slope,If Altered same % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-dopc 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 18+ in Length 30 ft Gravelless Chambers Required? ❑Yes 0 No 0 Optimal Diameter 1 in Pump Required? 16 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day Per Oscar Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity gal Drainfield Squirt Height/Selected Residual(head) Na ft Chamber Capacity(flood) 1000 gal Uppermost Orifice EfHigher 0 Lower then Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 9.2 gpm Effinner G)(Elapse Meter St Event Counter Calculated Total Pressure Head 11.42 ft if Timer: Pump on Oscar Pump off Oscar Comments g I I o om CD m oa � 3 N d . 09 a ¢ u I I 3F ? x 2 C N v N v f o p Aga 1 sci`npN:' ss!pwc� a= m�' �N c1 4. v I o — �A... Ara. 8 «� 2< n°62m 2t�8_ 2`-� H . an8_2^ o m 'Jym o aN� mC`G a`m[ w C, a`. va ad � CK r � aN w ay w 3 . 3 0 3 3 'gym �a� o a 3 3 3 1 i ti 01 an m 3 6T 1I 1 it w ` P r- - - - - - - 7 s I T I I += I tb I A i 1 , J I I + I w oo '— '�rp m 0 na� � Twoy � mNAO F^ Otoa i av 1 7Z � m T q "� Z N O 7 V _ O ` N A O_ rolurly llresB Easements established By Omer No Surface Water Located WNhin 1 00'Of 055 M.Halverson Design LLC ID mr/ApPfi�01` Logan Spear r tp Into. Parcel# 31902-41-90004 PO Box 1519 Shelton Wa 98584 Mailing:2000 W Sheelton, lton Valley Rd i oT� D OF SP #1946 nF SP #1946 Halversondesi nllc outlook.com Sh wa se5sa tP 0 mmo Ch _. 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