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HomeMy WebLinkAboutSWG2026-00226-TANK ONLY - SWG Design - 7/28/2026 MASON COUNTY 415 N 6TH STREET,SHELT0N, ,WA 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: SWG2026-00226 OWNER SHEHORN CHARLEYN Phone: Address: 555 FREEMAN RD#198 CENTRAL POINT, OR 97502 APPLICANT Maples,Shane Phone: 3604638474 Address: 911 SE Arcadia Rd.SHELTON,WA 98584 SEPTIC INSTALLER SHANE MAPLES* Phone: 360-463-8474 Address: 911 SE Arcadia Road SHELTON,WA 98584 Site Address: 301 E LAKESHORE DR WEST Primary Parcel Number: 220185000270 Permit Description: Replace septic tank Permit Submitted Date: 07/20/2026 Permit Issued Date: 07/28/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/20/2029 (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: 2 Drinking Water Source: Public Water System Additional Details: Hagerman 1000g septic tank Permit Conditions: 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 I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 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. LL \X I o CD z �G PROVED o JUL 282026 - MASON COUNTY ENVIRONMENTAL HEALTH (� RED HAGERMAN PRE-CAST Bob & Anita I1a �r: g man P® Box 2842 Pouisbo WA 98370 360.598-6121 /360-509-"3702 PAGE: 4. 2,500 LB. MAX.WHEEL LOAD AT WORST CASE LOCATION (16.000 Ib FOR"-T"MODELS) I WATERTIGHT RIBBED PVC I— 55" 41° RISER AND SCREW DOWN 0_ _ HAGERMAN PRE CAST 8" CAST 2.4" 32' 24° 8° A WATERTIGHT OR U 0 o Q RISERS IN PLACE OK p - USE ADAPTER RING. CDUi TANK MODEL: 1000 X-X DATE MANUFACTURED:XXJXX�0( MAX.DEPTH OF COVER: 3 FT. LIQUID CAPACITY: 1000 GAL, r y �� pF ASh ° oö c: 5O1L COVER 3 THICK 3G"MAX. 2 1/2" Al'TOP OF '4A� C�d © © z DETAIL OF I.D. TAG(LOCATE o WALL, 1Y1'. y O TAG INSIDE RISER OR G ` I' MIN. ` ACCE55 OPENING) AIR GAP T I Z N 0046398 oo 4" 1000 5 4 I OGO P v.GL's�GISTER�Gq -4 a _,;000 5-T a 1000 P-T — ACCESS AND RISERS NOTES 4"DIA. PA55-THRUT M m 1- MINIMUM CENTERED IN WALL z Z 1)MINIMUM ONE 18"O ACCE55 OPENING PER COMPARTMENT. Y 4'CAST-A-SEAL GASKET si [] THE DISTANCE BETWEEN ACCE55 OPENINGS IS NOT TO a $ ('5'MODELS ONLY)- OR EQUIV.WATER-TIGHT W EXCEED 10'-O'CENTER TO CENTER. - - CONNECTION AT EACH I- 2) ❑ W RISERS MUST BE A MINIMUM OF 23"IN51Uf DIAMETER, m .s = I = W LL J 3)RISER-TO-TANK AND RISER-rO-ADDITIONAL SECTIONS OF = I- I c7 TANK PERFORATION,TYP. .- Q RISER CONNECTIONS MUST INCORPORATE JOINT GROOVES 0(n r CAPACITIES (GAL.) = U OR ADAPTERS TO PREVENT LATERAL MOVEMENT AND H OPERATING 598 2 ❑ ❑ - REMA N WATERTIGHT. - J TOTAL(FLOOD) G97 4)ACCESS AND RISER OPENINGS MUST BE COVERED`MTH A LOCKABLE LID OR OTHER SECURED LID. '0 in O 5)ACCESS RISERS AND LIDS MUST BE STRUCTURALLY SOUND b V-SHAPED BUl RESS TO WITHSTAND ANTICIPATED SITE-SPEC+FIG LOADS. WALL CP'MODELS ONLY: cn Z -' SEE PAGE 5)- CAPACITIES(GAL.) W h OPERATING 402 CON. SEALS AND GASKETS NOTES TOTAL(FLOOD) 4G9 < (O I)SEALS AND GASKETS FOR INLET,OUTLET,AND Zo INTERCOMPARTMENTAI FITTINGS MUST BE RESILIENT, ❑ M WATERTIGHT,CORROSION-RESISTANT,AND FLEXIBLE, 4 1/4'THICK 5 Z 3'THICK�CGO P51 ❑ 2)SEALS MEETINGS A5TM C-1644 OP,EQUIVALENT MUST BE AT BOTTOM OF 4 .4. / STONE-FREE NATIVE SOIL a USED AT THE TANK WALL-TO-PVC PIPING INTERFACE TO WALL,TYP. CONCRETE FLOOR OR COMPACTED SAND 0 a PREVENT LEAKAGE. OVER STONY 501L UJ Ur LL ' I ' J ( I INSTALLATION IN5TRUCTION5 BAFFLE NOTES HIGH WATER TABLE AND W r ti I TRAFFIC LOADING NOTES Z m ~ I)EXCAVATE TANK HOLE WITH VERTICAL WALLS TO 2 FEET LARGER THAN TANK ON ALL SIDES. BOTTOM OF I)INLETS TO SEPTIC TANKS MUST EXTEND AT LEAST 8'BELOW THE LIQUID LEVEL. I)FOR TANK MODELS 1 000 5 4 1O0O P: HOLE MUST BE FLAT,LEVEL,AND FREE OF WATER. HOLE MUST SLOPE DOWN 3'TO CENTER OF TANK. 2)OUTLETS TO SEPTIC TANKS MUST EXTEND BELOW TI IL LIQUID LEVEL AT LEAST A)MAXIMUM WATER TABLE AT TOP OF LID XA O 2)INSTALL G'MINIMUM OF 2''MINUS MATERIAL OR SAND ON BOTTOM OF EXCAVATED HOLE. 3O%u BUT NOT MORE THAN 40%. B)MAXIMUM TRAFFIC LOADING NOT TO EXCEED 2,500 LB 3)INSTALL TANK IN CENTER OF HOLE,KEEPING MINIMUM I FOOT VOID SPACE ON ALL 5'DES. 3)INLET AND OUTLET DEVICES MUST HAVE A MINIMUM INSIDE DIAMETER OF 4' CONCENTRATED LOAD X 4)INSTALL REST OF SYSTEM,AND AFFIX RISERS AS REQUIRED BY LOCAL JURISDICTION. AND BE CONSTRUCTED OF PVC OP,ADS CONFORMING TO OR EXCEEDING THE 2)FOR TANK MODELS 1000 5-T t- 1000 P-T: 5)UPON APPROVAL TO BACKFILL.FILL VOID SPACE AROUND TANK V4TH COMPACT GRANULAR(SANDY)5O1L STANDARDS OF A5TM D 3034 OR ASTM D 2680,RE5PECTIVFI.Y. A)WATER TABLE Al'GROUND LEVEL m FREE OF LARGE CLUMPS OF CLAY AND ROCKS OVER 2 INCHES IN DIAMETER. BACKFILL CAREFULLY AND 4)INLETS AND OUTLETS MAY BE MOVED FROM TIME LOCATIONS SHOWN PROVIDED B)MAXIMUM TRAFFIC LOADING NOT TO EXCEED 16,000 18 EVENLY IN I8'LIFTS. MAXIMUM SOIL COVER 15 3G'. THE HEIGHTS ARE NOT CHANGED AND THE FIFE CENTERS ARE LOCATED AT LEAST CONCENTRATED LOADS AT 14'INTERVALS(H52O RATING) Ui 6;IF REQUIRED,WATER TESTING TO BE DONE BY LOCAL JURISDICTION OR DOH SPECIFICATIONS. 8'FROM ANY EDGE AND AT LEAST 4'FROM ANY REBAR. 3)TRAFFIC RATED RISERS:-.OUST MEET OR EXCEED T:'E O 7)FINAL GRADE THE SURFACE TO AVOID CHANELLING SURFACE WATER TOWARDS TANK. STANDARDS OF A5TM C478(I 2)AND VJ5DOT STANDARD 0' _ PI AN 5-30.90.00. FRAME AND COVER MUST MELT OR n' EXCEED THE STANDARDS OF AS?M A4E.CL355. Ui 1 HAGERMAN ]PRE-CAS`T Bob & Anita Hagerman P® Box 2842 Poulsbo WA 98370 I 360-598-6121 / 360-509-3702 PAGE: rj 2 3M TO CE'IfEP OF'vI T.5AK5 96'18'•0) (5 112'FOR,•T I'ODEL5) U) 8' 2-+' z 32' --21'------- B' p 2 I/4•TO CE!ITLR 0t HOW 13AR5 (4 718•rOR'NIC)DEl5) 0 � __^ ____ ___ 4 (7„FOR ! 3!AIOCENTROFOOPRn2`� ELS)HF H: z4 IIII /u 11 = ^-- -�____ —2 !fOC OLt7.A 111 -r - '1 -_�___= 11 fh� MOOr RCBAR,TYP, p I 1 4 C z � =a =_�____— 11==— ====11 =_—__� ___ , I r II S II r Q ® Co BU7TR1'S5 WALI(i' r..;: p { {I DETAILS FOR LID REINFORCEM_NT �� 1 ONn1 7'YTTO'.0 T0r, l f II r^ N �1 II 11 11 Il n J 11 1 WIDE AT CO770M I I b I� II u u u ri 1i i' r ( i �I I� II i ' I f y '� O {`� i ii it ii yfl �� OF ASS �'�� / �.� II 1 A'VIA,PA55 T HRU u Y I o O �, 1 5 F.'DUL'LS Orll11 h Z to SCOO PSI CONCP_TE II ► 4 < B II II II n HORIZ REDAP. ii r II II 11 II n >� 2A•&)OPENING, / 4"1 tt.Ct:A?COS f0`d; P 1 I 4 u u n n n �y� TYP.2 P1ACE5 �"d,� II II I) II II�i D 0048398 w F II •_.I II u n u n .�' +Q�+ a 2•—�} I r rl } cA TANK LID DETAIL 6��3—I) s = = W s000 P5.cotlCPcn I-- 0 LID(SEE 5CHt:DIJLt:1 INTERCOMPARTMENTAL WALL DETAIL LL L.L J (BUTTRE55 WALL FOR•'P"MODELS) Q o P.EINFORCEMENT 5CHL••DULI! 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TI.IICKNF 55 VARIES 3.FOLLOW ALL MANUFACTURCP.RF..COMMCI+0AT+0`15 ros NOVOME5tI 950 PIU[P LIJ r