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HomeMy WebLinkAboutSWG2026-00059 TANK ONLY - SWG Application / Design - 3/4/2026 S , CI MASON N COUNTY 415 N 6TH STREET,SHELT WA 98584 SHETREE ,S360-427-9670,TON, 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: SWG2026-00059 APPLICANT Graves,Wes Phone: 3604276110 Address: 2272 E Brockdale RD, Shelton, WA 98584 OWNER CURCIO DENISE Phone: Address: PO BOX 882 TRACYTON, WA 98393 SEPTIC INSTALLER Graves,Wes Phone: 3604276110 Address: 2272 E Brockdale RD, Shelton, WA 98584 Site Address: 471 E MICHELLE DR Primary Parcel Number: 321045600033 Permit Description: Replace septic tank with IM-1250 Permit Submitted Date: 03/04/2026 Permit Issued Date: 03/05/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/05/2027 (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: Public Water System Additional Details: IM-1250 -2 comp septic tank repacement Permit Conditions: 2 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 5 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 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. in g., ii-,A F,,-: i 1,'Il il, 1 1111 MAR 0 4 .?026 By — \O-1-\ UrnoCL. 7 __;.›.-----„\c„cis., _ 'i-- -C-?"' f:\. 1,':0, t 6,._ . - ir -5%, - cs'eVp r G C� s c -br,Je 1ictk G r--)^Q1 Gyt,- d cold ukyIN 1 APPROVED MAR 0 5 2026 N MASON COUNTY ENVIRONMENTAL HEALTH RET a ACCESS PORT RIM 1.5[38] EZsnap LID r LIFTING LUG(TYP.) RISER CONNECTION(TYP.) CONTINUOUS LIFTING STRAP(TYP.) ELASTOMERIC B GASKET A / I�� I� f1 �� t1 �� (���' �� \ A' CONTINUOUS I TANK TOP ELASTOMERIC GASKET Ar /,\ l A TANK INLET HALF /!\� 'I '-"' I T"�- I" � ! INTERIOR (72) CLIP 61.7 - �.•.��� - I__r.:=1 1 [1,567] �= 1 EXTERIOR WIDTH INTEGRAL ALIGNMENT �_ Y II -'-e_ DOWEL TANK BOTTOM J•" 11 �_/'� `7 HALF � Q PIPE PENETRATION SECTION DETAIL ©MID-HEIGHT SEAM SECTION DETAIL B' 152.3[3,868]EXTERIOR LENGTH TOP VIEW - TANK EXTERIOR TOTAL CAPACITY 1,479 GAL[5,599 L] LIQUID DEPTH 44.0[1,118] WORKING VOLUME 1,271 GAL[4,811 L] LENGTH 152.3[3,868] INVERT DROP 3.0[76] COMPARTMENT A VOLUME 826 GAL[3,127 L] -0 4[102] WIDTH 61.7[1,567] FREEBOARD 10.0[254] PVC OR ABS 0 24.0[610]ACCESS PORT HEIGHT 54.6[1,387] COMPARTMENT B VOLUME 445 GAL[1,684 L] INLET TEE WITH LOCKING LID(2) 0 4[102] BAFFLE SLOT 6.0 PVC OR ABS OUTLET PIPE -10.0[254]FREEBOARD OUTLET TEE [152] (TYP.) BAFFLE TOP INLET _I 16.3% '•.,`,f� `� '�- Q AIR SPACE OUTLET • (7YP RAP �� 3.0, 1_ 0.2(5]WALL S 15.2 [76] BAFFLE J THICKNESS [366] WALL 17 I i I• ,I I lit 54.6 I� + ri 50.0 44.0 4 [1,387] , I ` [1,270 Fif4{1 -PER CODE 1 [1,118] -PER CODE EXTERIOR I� BAFFLE 2[51]X 2[51] LIQUID BAFFLE TIE WRAP SEAM CLIP HEIGHT 0 5[127] r I HEIGHT DEPTH SLOT BAFFLE FIBERGLASS (TYP.) (TYP.) SUPPORT _ PORT BAFFLE (TYP.) COMPARTMENT COMPARTMENT \`` SLOT �I- FIBERGLASS A B LIFTING STRAP `\` SUPPORT -41.5[1,054] 30.0[762] 21.0[533] f -41.5[1,054]-.- END VIEW SECTION B-B' 9.0[PP9] SECTION A-A' BAFFLE DETAIL D co z c7 O NOTES: Z D ISOMETRIC FT! 7C) 73 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. P��� VIEW 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN /tr% PM **;;I--.".-.7":''',- . 4,,,,,__III",..,. C71 O ,;(6,,r---- ENGLISH,FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES." /, 1 .j�11'% --ii O „/F// '":•%..i:Or 3. TANK MARKINGS INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID �/ .� p INFILTRATOR CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. `1' � • P,; Q) water technologies 4. MAXIMUM BURIAL DEPTH IS 48 in 1,219 mm. 1.k ` Z[ ] ��\�1i`' � INFILTRATOR WATER TECHNOLOGIES 5. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. `I11" r` r4 Business Park Rd.Old Saybrook,CT 06475 6. TANK IS FOR NON-TRAFFIC APPLICATIONS. k*11y`?�__ _:f x (800)221-4436 7. AIRSPACE IS 16.3%. `1rl]Iy ] 8. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. SIDE INLET �U�q�U IM-1250 9. LENGTH TO WIDTH RATIO IS 2.8:1 (143.9-INCH LENGTH/51.8-INCH WIDTH=2.8). OUTLET(TYP.) = 2-Compartment 10. NOMINAL WALL THICKNESS IS 0.2 in[5 mm]. Septic Tank Configuration 11. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE Drawn by: KAJ Edited SLOT IS 129.7 in2. db by: JLK Date: 05/11/2023 12. BAFFLE WALL THICKNESS IS 0.31 in[8 mm]. Scale:NOTTOSCALE Checked by: DJL Sheet: 1 of 1