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HomeMy WebLinkAboutSWG2026-00206-TANK ONLY - SWG Application / Design - 7/1/2026 MASON cO U N TY 415 N 6TH STREET,SHELTON,97 ,WAE 98584 • 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: SWG2026-00206 APPLICANT CRAFF ANNE C Phone: Address: 1303 HARRIS ST NW ARDMORE, OK 73401 OWNER CRAFF ANNE C Phone: Address: 1303 HARRIS ST NW ARDMORE, OK 73401 SEPTIC DESIGNER DARIN OGG* Phone: 360-790-3021 Address: PO BOX 1336 HOODSPORT,WA 98548 Site Address: 28021 N US HIGHWAY 101 Primary Parcel Number: 323303100090 Permit Description: Septic tank replacement Permit Submitted Date: 06/30/2026 Permit Issued Date: 07/01/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/01/2027 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Septic Tank Only Surfacing Sewage? No Existing Failure? Yes Shoreline? No Horizontal Setbacks Met? Yes Number of Bedrooms: 3 Drinking Water Source: Private Well/Spring Additional Details: Hagerman 1500g 2 comp.septic tank Permit Conditions: 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 5 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 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. JLLUW JUN 30 0 2026 OFFICIAL USE ONLY MASON (DI., DATEaE �t� 13o a_oa COMMU rc-l AMOUNTEmIIm: „ C o y PublicHeaM(CommunkyHealth/EnvironmentalHeahh) O`Q by �` m 360 427-967a re t.4000(360-2754467 woorasayseaw a t400 V1 415N.6MSv-4-SheItw WA9ffi@4 SWG -S.G� o z CA z v, ON-SITE SEWAGE TANK ONLY APPLICATION APPLICANT PHONE M Ill 2C 7/q9 / I- z MAILING ADDRESS—STREET CITYY STATE,ZIP E C 2 ©2-( / Vl1 Y /o ( 0JGQ s m SITEADDRESS-STREET,CITY,ZIP CODE a�oa t� its - O NAME OF DESIGNER PHONE I I3 NAME OF INSTALLE7? R (( PHONE I e J cI C' sk _ ,y7i , c ___ Cô 790 TYPE OF ORK(select one) DRINKING WATER SOURCE 3 I v" ❑NEW CONSTRUCTION I UPGRADES c REPAIR I REPLACEMENT JYPRIVATE INDMDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I O COMPONENT(S)TO BE REPLACED!INSTALLED ❑ PUBLIC WATER SYSTEM gSEPTICTANK ❑PUMP TANK ❑RV HOLDING TANK BEDROOMS LOT SIZE I e „) OTHER 1 C�.4GP'a S w v�+ OTHER DETAILS(selectefl that apply) TANK(S)SETBACK CHECKLIST J r ❑SURFACING SEWAGE EXISTING FAILURE ❑SHORELINE -100FT+PUBLIC!COMMUNITY WELLS SUBMITTALS t®,50FT+PRIVATE WELLS.SURFACE WATERS,STREAMS,RIVERS I j PLOT PLAN(REQUIRED) t6 TANK CROSS SECTION(REQUIRED) � 10FT+DRINKING WATER SUPPLY LINES ❑PUMP DETAILS(IFAPPLICABLE) ❑WAIVER(S)(IF APPLICABLE) lay 5FT+PROPERTY/EASEMENT ONES.FOUNDATIONS.FOOTINGS PLOT PLAN CHECKLIST Q I PROPERTY UNES AND EASEMENTS'" EXISTING//PROPOSED STRUCTURES DrEXISTING/PROPOSED OSS COMPONENTS AND LINES EA WELLS WITHIN 100FT I�WATER SUPPLY LINES '-DRIVEWAYS/PARKING 'SURFACE WATERS,STREAMS,RIVERS,ETC... I.O BIRECTION OF SLOPE/CONTOURS L -PERIMETERI CURTAIN DRAINS NORTHARROW DSCALE BAR DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) I V OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting proposes) ❑VOLUNTARY ❑MAINTENANCEIPUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS I CONDITIONS -e 5ØL +c \ L SEWAGE TANKS MUST BE LISTED UNDER DON 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 FINALAPPROVAL INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED!ISSUED BY DATE T . i } ( V7 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217)2015 5th & Birch T urdton-Mason H aIlh District No. Courthouse ex .Shel!te, Washington DlVisiON Of iNV9RONMINTAL REAM Olympia, Wa on Phone: 426--44o, Phone: 352- . 51 SITE APPLICATION ® Date 10-5-71 SEWAGE APPLICATION ® Date ) 5_7j Owner ROBERT L. K I BLER Phone 8775806 Mailing Address SR I, Box 213 cityHoodsport state Wash. Builder Owner Address Sewage Contractor Don's Backhoe Service Address Hoods ort Wash. (811- 45) Legal Description The North 190' of the South 1255' of Sect 30, T23N R3WM Parcel No. Lot Size_S acres Intended use of Buildings Res I d Ce Directions to Property Drive West approximately 500' off Highway 101 , on new driveway approximate{approximatelY 3.9 miles-- rom Finch Creek Bridge in Hoosport. No. of Bedrooms_3 No. of Bathrooms_2 I/2Basement CS Water System: PUBLIC PAIVATE DRAW SKEFCH in blank space: 1. property lines and location of house on lot and dimensions of lot. 2. Location of house and sewage disposal system in relation to streams, lakes, wells, patios, driveways, underground tanks, water supply lines and easements. 3. proposed fill, including depth, area, porosity and amount plus location of drains. DRAT I�IJOTH As dir C7 d SEPTIC TANK SIZE arcs .cw #14' 5 -NWI (S�c 'io"Rine) N ,vw `✓ ivy- =s --' - - -- - - ^ - 'uppr f (so') Ton v h ,5%p ±1145' The septic system is an approved temporary method of sewage disposal until sanitary sewers are available. SITE APPLICATION -, APPIICANP'S SiGNATOFtE Receipt No. BY Site inspection feP.� Not Approved BY Approved Sanitarian Dat 1-3 SIW GE APPLICATIOK New Alter ❑ n �© APPLICANT ,SIGNA'1 � `gyp P �n ed F�e�`.�. ` n .ReceiptNo. Permit°No :% �Appro Sariita3afln h Printed from Mason County CMS M _. THURSTON-MASON HEALTH-DISTRICT No. `5th Birch, P.O. Box 746 Shelton, Wash_ 98584 DIVUIlON Of INVIIONM%NTAL NUALTH CourthOlympia. 4nnex , W h. 9850Z Phone: 426-4407 ` Phone: 352+4851 EXT 84 OWNE R v Q.-4 ( b 1 �C'. PHONE OWNER'S ADDRESS L � II STATE � u �hs.� S h�-------- CITY SEND REPORT TO CITY STATE SEWAGE CONTRACTOR D4y S �3c\r dos �e t U 1S_� ADDRESS� (If self, confer with E.H.S.) LEGAL DESCRIPTION PARCEL NO. LOT SIZE INTENDED USE OF BL . NO. OF BEDR0OMSt NO. OF BATHROOMS 2 ... BASEMENT PLUMBING: YES 0 ___ NAME OF WATER SYSTEM INDIVIDUAL PUBLIC Ci MUNITYY DIRECTIONS TO PROPERTY: (Be Specific) er' ) L.. DRAW A SKETCH SHOWING: 1. Property lines, location of hrase on the lot, and dimensi no of the lot. 2. Location of the house and sewage disposal system in relation to streams, la es, wells, soil log holes, patio, driveways, underground tanks, water supply lines and easement . ro I o°7•ir \Dolor �a L cf- `a The septic system is an approved temporary method of sewage disposal until sanitary sewers are available. DO NOT WRITE IN THIS SPACE MINIMUMS: Septic Tank Drainfield SITE APPLICATION DATE APPLICANT'S SIGNATURE SITE INSPECTION FEE RECEIPT NO. BY BY APPROVED, NOT APPROVED Date Date Inspector/E.H.S. / i—/ SEWAGE APPLICATION NE / 21 ALTERATION LT DATE /.t, I got APPLICANT'S SIGNATURE q FEE RECEIPT NO. BY [�I�rhit J CPEWUOMa�ñ "e fhVgO Inspector/E.H.S. Printed from ason County O S a SEWAGE SYSTEM CERTIFICATION Property Owner 1 s.&i. ,t k I,J r Address L U i AU ?1- 07 Sewage Contractoz a(70 u 5 l_w,e. �'2 v j t co_ DateMwi1 7LParcel#_____ 1. Scale: 1 Square = 10' 2. Draw in physical structures to be on lot. 3. Show location of well or any body of water. 4. Show location of septic system in relationship to structure. 5. Assume an elevation of 100' at one lot corner & indicate the other lot orner elevations in relation to it. 6. Use Arrows to show direction of slope. - loo' Q 5� 5 - 'I- - - S PRo RASO r c L ® 1 Z026 - RET �MENTgL'��LT�r Septic Tank Volume Drainfield Length Cubic Yards gravel used 1.3 I certify that this system is installed as shown above, and that all- requirements and standards of Thurston-Mason Health District have been satisfied. Signature Li.., Contractor's License #.t,z3-oal-4 T/ June, 1970 Printed From Mason County DMS Printed from Mason County DMS 5'TocM IER PAGE: sj OF V[RT.TT,TRO 23/4'TOf.[Nltk 43/8'70 CC1rtER Or VERT.EARS OP NOPJZ.EIRE 2 114'TO CEn4KR 120"I I O'-0'I ' or IIDRI2.DAPS e' 24- 86• 24' 8' 7• m. t— ^ yimell+ .vmaA+a vms� vv+dbm nv vµnr_vvTlvnnngpannn vevvvglc cvvn IpvIF _9 v }_r n II a n Ilea n - II u u u u II p CONCRETE COVER FOR CONCRETE COVER('OR e' D' u9 O O u A n n u u u n n n n 1 II II II II II II tl 11 I II 11 1 LID 5 1500 CEMEoT LID RE5005- EMENT .. — - v O W A 4 II II II II n II N II 11 1 w .glxy.vcccclba=cav a xndb�.vl6cvaal/vvvcgpvax_ ccvvvyl:avva map It;ADEl515DOS11500 YI It:ADEt515W S-1115 Y-I) \ / p q II II n A II II II p p `� i II II II tl [r.S ROULC B II II II a w \ (5 0 PA5E05. 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II II II I1 W All RL1Nr0?52 5NT I5 TO or ADINI 461205500 CO WI.-A MIN. 11 Z caa+i+-r..csaxzy n�.acs nayawc=cccgo==acz: cac RWr OF]DDA?OIAMCi[r5 Al 5ruCC9 R.G,15-roa 140..1 ___s_ 11 au.c= 11 ,�+ Q Q D/P za =as==aa= d JlC5S(10(0201(1001150.1'LODR AND WALL RCBAR 1510CC X17 CIR[R[D IN Cot COHC LTC AICIADCR WRM Tilt It02RONTAI P.E11AR TANK 51DE WALL DETAIL ]Y TC4YARD5 THC COMIDC or iiC 18/15 5000 PSI CONCRETE TANK END WALL DETAIL 5OOO P51 CDIY,:feEie r WALL;THICKNESS VARIES LU WALL,nuCKut:55 vAFuE5 —1 PAGE: 4 2.500 LB.MAX,WHEEL LOAD AT WORST CASE LOCATIOII (I6.000 IU FOR°-T'MODELS)- 79'- I. FINAL 6' 24" G. ----24 - i c Q HAGERMAN PRECAST Cn GPAOE - -I m OOLC LC W O TANK MODEL: 1500X-X Z `- ---- - --- r z DATE MANUFACTURED:)�p0(C) _ a MAX.DEPTH OF COVER; 3 FT. O `c LIQUID CAPACTfY: 1512 GAL SOIGL. R T -- - AT)OP CPK x a Lw7 WALL.TYP. 6 _ DETAIL OP I.D.TAG(LOCATE mI— 'MIS. LC) TAG INSIDE RISER OR Z ) v AIR GAP r ACCESS OPENING) f C= 1 tI �� 4^1500 5 e 1500 Y �(� 7'15005-Id 15001'-') Ml µ ^ (T7 r`0 r -'—- - CAPACITIES(GAL.) r j: I m T 4'CAST-A-SEAL GASKET M ACCE55 AND RISERS NOT "P DIA.PA55-THRU OPEPaT,NG 487 ro CO Z a o. OP,EOUIV.V/ATER•T1GIli CENTERED IN WALL a--- CONNECTION AT EACH TOTAL IFLOOU) 579 I)MINIMUM ONE 16'0 ACCESS OPENING PERK'MPARTM(NT. YP. 8$ W d_1 TANf:PERFORATION.T THE DISTANCE BETWEEN ACCESS OPENINGS�S7%OT TO 1n W tz O J EXCEED 10.0 CENTER TO CENTER. y 1AS ti 2)R15CP5 MUST BE A MINIMUM OP 23'INSID`IDOIMCTER. N 1- CAPACITIES(GAL.) O' 1 �J 3)RISER•TO-TANK ADp RISEN-T O•AODI11ONAL IONS 01 N = DEFEATING 1025 .i C O Q (n RISER CONNECTIONS MUST INCORPORATt JCiiJT GROOVES OR ADAPTERS TO PREVENT LATERAL MOVEMENT AND °8 - 5000 P51 GONRETE. TOTAL IPLOOD) 1214 REMAll1 V/ATCRTIGHT. b z PCRIMETE-R WALLS.TYP. 5 41 ACCE55 AN0 RISER OFCNINGS MUST GE COVERED Will A V LOCKADI.C III)OR OTHER.SECURED UD. 1 1` tV0 5)ACCESS RISERS AND 1105 MUST BE STRUCTURALLY SOUND 2 1/2°T18CT DROP IN n O 0040308 z st TO WITHSTAND ANTICIPATED SITC5PECIPIC LOADS. PANEL WITH JET-SETS co q•TO 4 I/2°THICK AT nOHE51VE CV'-SHnYED 00ti BOTTOM OF WALL.1W. FOR P MODELS) rn SEALS AND GASY.ETB NOTES (r(3-II 1)SEALS AND GASKETS FOR INLET,OUTLET.AND M INTCRCOMPARTMEIIVAL PITTIIIG511D5T BE RESILIENT. Z WATERTIGHT,CORRO510N-RL"WAN1,AND f4UTBLt. 2 I/2'TAPER6°THICK 5000 P51 2)SEALS MEETINGS ASTM C-1044 OK EQUIVALENT MUST OC' TVICAL CONCRETE FLOOR ////' S1ONE-FREE NATIVE SOIL 05< USED AT THE TANK WALL•TO.PVG PIPING INTERFACE TO OR COMPACTED SASID W (9 LL PEE VENT'(EATAGt. OVER STONY 5011. J CO to NSTALLATION INSTRUCTIONS BAFFLE NOTES C W TRA FIC LOADING NOTES MGH WATER TABLE AND Z Q 1)EXCAVATE TANK HOLE WITH VERTICAL WALL$TO 2 FEET LARGER TI1AN TANK ON ALL 5'OES. BOTTOM 0.` 1)INLETS TO SEPTIC THUS MU5T OCfl1IO AT I CAST 8'BELOW TFIE UOUID LEVEL, I)FOR TANK MODELS 2 5005 4 1500 P: (,) 0) p� HOLE MUST BE FLAT,LEVEL.AND TREE OP WATER. HOE MUST SLOPE DOVN.3'TO CENTER OP TANK. 21 OUTLETS TO SEPTIC TANKS MUST EXTEND BELOW THE LIQUID LEVEL AT LEAST Al MAXIMUM WATER TABLE AT TOP OP LID V M 2)INSTALL G'MINIMUM OF 2'MINUS MATERIAL OR SAND ON BOTTOM OP EXCAVATED HOLE. 30%DUT NOT MORE TI IAN 4O5, B1 MAXIMUM TRAFFIC LOADING NOT TO EXCEED 2.500 LII X 3)INSTALL TANK IN CENTER OP HOLE.KEEPING MINIMUM I FOOT VOID SPACE ON ALL SIDES. 3)INLET AND OUTLET DEVICES MUST NAVE A MINIMUM INSIDE DIAMETER OP n- CONCENTRATED LOAD Z 0 4)INSTALL REST or SYSTEM,AND AFFIX R15ER5 AS REQUIRED BY LOCAL JURISDICTION. AND DE CONSTRUCTED OF PVC OR ABS CONFORMING TO OR EXCEEDING 115 2)POR TART-.MODELS 1500 5•T 4 1500 P T: m 111 5)UPON APPROVAL TO BACKFILL.FILL VOID SPACE AROUND TASK WITH COMPACT GRANULAR(SANOY)SOIL STANDARDS OF ASTM 0 3034 OR ASTM 0 2680°RESPECTIVELY. Al WATER.V.ULE AT GROUND LEVEL W O. Z TREE Of LARGE CLUMPS Of CLAY ANp ROCKS OVER 2 IWIlES IN DIAMETER. BK:KFILL CAREFULLY AND 4)INLETS AND OUTLETS MAY BE MOVED IROM TIIC LOCATIONS SNOWS PROVIDED B)MAXIMUM IKW'tiC LOADING NOT TO EXCEED 16,000 LB C) EVENLY IN 10'I.ITTS. MAXIMUM SOIL COVER IS 3G'. THE I ICIGI175 ARC NOT CHANGED AND TLIE PIPE CCNTLR5 ARE LOCATED AT LEAST CONCENTRATED 105175 AT 14'INII'RVAL$(11320 RATING) D_ _ GI 1F REQUIRED.WATER TESTING TOOL DONE DY LOCAL JUP.15LICTION OR DOH SPECIFICATIONS, 0'PROM ANY EDGE AND AT LEAST 4'PROM ANY REDAR 3)TRAFFIC RATCU RISERS MUST Mf:CT OK LXCEEU THE' IL 7)FINAL GRADE TIE 9UP.I'ACV TO AVOID CWIIIELLING SURFACE WATER TOWARDS TANK, STANDARDS OP ASTM C4 78(12)AND WSDOT STANDARD PLAN 8.30.90.00. 1PJATT AND COVER 1.11151 MEET 02 EXCEED ml-5TANOAR05 OF ASTM 5413 CL35H, IJJ 1