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HomeMy WebLinkAboutSWG2025-00261 - SWG Application / Design - 7/1/2025 415 N 6TH STREET,SHELTON,WA 98584 at MASON COUNTY SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 ELMA:360-482-5269,EXT 400 Public Health & Human Services FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2025-00261 APPLICANT B-LINE CONSTRUCTION Phone: 1.360.489.9169 Address: 2971 E PHILLIPS LAKE LOOP RD SHELTON, WA 98584 OWNER KARPER ET UX ROBERT JR Phone: Address: 620 E BALLANTRAE DR SHELTON, WA 98584 SEPTIC INSTALLER TAYLOR TONEY* Phone: 360-489-9169 Address: 2971 E PHILLIPS LAKE RD SHELTON. WA 98584 Site Address: 620 E BALLANTRAE DR Primary Parcel Number 321275000104 Permit Description: Replace leaking tank with pump basin and new septic tank. Permit Submitted Date: 07/01/2025 Permit Issued Date: 07/03/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $270.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/03/2026 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Septic Tank Only Surfacing Sewage? No Existing Failure? No Shoreline'? No Horizontal Setbacks Met? Yes Number of Bedrooms: 4 Drinking Water Source: Public Water System Additional Details: Orenco pump basin and 1250g IM septic tank Permit Conditions: 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 2 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. EH APPROVED 0 &\\avv4. Cam Rhonda Thompson 07/03/2025 2127— SD 000• • t e• e a - tl5C3 .S". - CO • • 1 - 1I ti � 117z G°' NNW MASON COUNTY HEALTH DEPARTMENT RECElvL° . 428 WEST BIRCH STREET APR I G 1979 �, SHELTON), WASHINGTON 98584 PHONE (206) 426-5561 • �? Pr:'e r�ON(COUNTY RTMENT t"', r- RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM ..- OWNER' Y m7 0 1/‘c-- ADDRES il i /� �, /�/LT�.s� THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. LEGAL //�,�+ , �f A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER DESCRIPTION " / ��� �J` / WITH PROPER MAINTENANCE AND CAREFUL USE OF ,. �yy�p � 1 WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- . a,1'\ -. /// G�cA VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SOIL BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH • COMMENTS AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE pp.� FIELD X LARGE AMOUNTS OF WATER FROM LEAKY FAUCETS OR NO. / SIZE • FAULTY FIXTURES. DEPTH TO MONTH THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY WATER TABLE OF YEAR h TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE INSTALLER�S: o /71 1, f' FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND /� �"�J • THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SIZE ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- SEPTIC TANK (S) ��QQ ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS DRAINFIELD / FEET LENGTH Oct CARRYING OVER INTO THE DRAINFIELD. CALL THE TRENCH AREA MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF `Q Q SQ. FT. 1• LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE p CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE ❑ CORRUGATED ❑ RIGID ❑ CEMENT • RECORD WHEN HE COMES. DEPTH OCK DEPTH HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE CU. YDS. (,Z�y�r BPOPE -,, ,62j�OEPTH DRIVEN OVER THE TANK OR DRAINFIELD. CONSULT THIS SPACE RESERVED FOR I, RECORD IN CASE OF ANY BUILDINGS, DRIVEWAYS, REPLACEMENT DISTRIBUTION FIELD: SQ. FT. SWIMMING POOLS, OR EXTENSIVE GRADING OR FILLING i ! ; ; ' i li ! � ARE LATER CONTEMPLATED. 4 Oiii . •r ._ _. _ _I _ I_-r,-.- .-,_:1 t I�, ._ • -i -1 __ i ._ 1 _ SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO -� : I 1 r I • i .__; r l l 1_ -�I t 9•I_f THE SEPTIC TANK AS THEY WOULD INTERFERE WITH . l } 4 ` .I ', + I... ;' F-' I•"' _ CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE I i -4•;--I•.» . -+ t ..•i 44-- • '- I-r•'----" - h T-•)-1_.__:_..t....._.I_ DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. -'-1-'-'' . ! ''""'...I``--••"'-'-'•`"-4-"'Y ---i-'-4- --i---.-1 __i_: THE YARD,.GRADE IN THE DISPOSAL AREA SHOULD BE • • • . .._.: •.;_ I i.. _� _...:�_�_ ._L• . +_ .: SUCH THAT SURFACE WATER IS NOT POCKETED-ON THE ;-� t-• T DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE . ' S 1 - 1 '•'_ TRENCHES SHOULD BE FILLED IN WITH SOIL. DO NOT EX- -,� �,/ ;_._.� ; ' EH'APP'OVED CESSIVELY WATER THE LAWN IN THE DRAINFIELD AREA. �•...., ,,,� O!\)3'fO,5 :•• WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT ' ---_ d - �DG4G.-: ......... . . .. EQUAL TO ONE HALF INCH OF RAIN PER DAY. �P . _ • , • FOOTING DRAINAGE, DOWNSPOUTS AND WATER . . . • SOFTENER RECHARGE WATER SHOULD NOT BE CON- a , NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE DRAINFIELD AREA. ,: -. �1.8f - ''.; THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE _ _.__ ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD Egillain 1 • YEAST OR OTHER STARTERS TOA SYSTEM. THE USE OF RE- ! • . G ~ V'0 JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK • I HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY 67eZ- -1-4 CHANGING THE CHARACTERISTICS OF THE SOIL. THE �� " Rrk ., NORMAL USE OF BOWL CLEANERS OR CLEANING COM- '-.� SOUTH POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW DOWN THE OPERATION OF THE SEPTIC TANK. 1 41 CcaDE' DAIS l+PP OVED BY 1 THIS IS AN IMPORTANT DOCUMENT / • P rinte KEEP T 1 VlTH DEED OR (MECO u my D M,?—)- 29, /� �/ E TIAL PAPERS. DATE D Y „Licie._,_ Prir��� �,ounty DMS I1S1I EH APPROVED � RhMAn Thompw�07rp3.'2025 Tanks I IM-1250 The Infiltrator IM-1250 is a lightweight, strong and durable septic tank. This watertight tank design is offered with Infiltrator's line of custom-fit EZsnap risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement iM-1250 in plastic tank design, offering exceptional long-term strength and watertightness. Benefits dill iliiik folk failk Strong injection molded Lightweight plastic con- Integral heavy-duty green Structurally reinforced polypropylene construc- struction and inboard lids that interconnect with access ports eliminate dis- tion lifting lugs allow for easy EZsnap risers, Safety Star tortion during installation delivery and handling secondary safety lid sys- and pump-outs tern, and pipe riser Silk be OS INS Reinforced structural Can be installed with 6"to Suitable for use as a septic No special water filling re- ribbing and fiberglass 48"(152 to 1,219 mm)of wat rnk, pump -potable)tank ahe tank may be backfilled uirements are necessary bulkheads offer additional cover with suitable native soil. strength TANK CUTAWAY Partition baffle wall V Infiltrator EZsnap Riser System HEAVY DUTY LID CUTAWAY Reinforced 24"structural access port 111 Structural i I bulkheads MID-SEAM QiifiItrator '� CUTAWAY Water Technologies Reinforced w� water Part of tight infiltratorwater.com •(800)221-4436 IM-1250 General Specifications and Illustrations LIFTIN STRAP(rYP.) LIFTING LUG(TYP.) RISER CONNECTION(TYP.) The IM-1250 is an injection molded two-piece mid- seam polypropylene tank.The injection molded ,- �- r r" " " design of thelM-1250 allows for a mid-seam joint that ' i:!i)i�I��l�l�lllil���l�lllllil�l�lf "' t:� �I IIIII1Il�)!1 I1IIIIIII IIIII II� 61.7 has precise dimensions for accepting an engineered 4 11rIIII/ '�flllrrl !li .. [1,567] ��� nillll`®�!IIIIIII m�ii . EXTERIOR EPDM gasket. The engineered mid-seam joint accepts ii 1i11111�Irii1V111IIlll IIIIII �: WIDTH a continuous loop EPDM gasket. Infiltrator's EPDM on . gasket design utilizes technology and materials from the sanitary sewer pipe industry to deliver a reliable 152.3[3,868] watertight seal. The two-piece design is permanently EXTERIOR LENGTH fastened using a system of molded-in alignment dowels and locking Must be backfilled and OUTLET PIPE ` EH APPROVED /'"�— D. installed in accordance �I �,l 1 with the Infiltrator IM- Rhonda Thompson 07/0312025 /� �hI • I _ • • •"° and CM-Series Septic Tank 5'.6 [1,387J EXTERIOR re (' j'.1.1 General \010191111 H ERIOSEAM CLIP IGHT 14••:.:gr. ' •q Installation Instructions. (TYP)0 ����Q For shallow ground water LIFTING STRAP _ �' conditions reference the (TMP) Infiltrator IM-and CM-Series SCAN ME Tank Buoyancy Control Guidance. 2 Please visit www.infiltratorwater.com or scan QR 04111021ABS 024.0 II610 ACCESS PORT INLET TEE WITH LDC:INS LID(2) - 0 4[1021 10.0[254)FREEBOARD PVC OR ABS code for the latest information. PVCOUTLETOR TEE maillgailisam—..—.,mwiri aicto 3,p l _ 0.215)WALL IM-1250 IT I THICKNESS PER CODE ,1 Q.OS PER CODE r Working Capacity 1,278 GAL(4,839 L) 'S1 X2 51_ LIQUID DEPTH Total Capacity 2 1,480 GAL(5,602 L) FISUPPPORT (TVP.) Airspace 16.30% +��..IMPsr Length 154" (3,911 mm) Width 61.7" (1,567 mm) Length-to-Width Ratio 2.8:1 'I CONTINUOUS TANK TOP ELASTOMERIC Height 54.6" (1,387 mm) HALF GASKET Liquid Level 44"(1,118 mm) j�i f.-� SEAM CLIP Invert Drop 3"(76 mm) % j�! (72) Fiberglass Supports 4 / INTEGRAL ALIGNMENT Compartments 1 or 2 DGWEL / TANK BOTTOM I HALF Maximum Burial Depth 48"(1,219 mm) Minimum Burial Depth 6"(152 mm) Maximum Pipe Diameter 4"(102 mm) Weight 405 lbs(184 kg) Contact Infiltrator's Technical Services Department for assistance at 1-800-221-4436 or info@infiltratorwater.com (Infiltrator Pa"of//ADS Oren() Technical Data Sheet W AT E R EH APPROVED PVC Pump Basin• s Applications Standard Models Orenco PVC Pump Basins are designed to house effluent pumps, PB1854,PB2454 sewage pumps,or grinder pumps in wastewater pumping applications. (Custom basins are available for specific configurations.) They are not IAPMO listed. General Materials of Construction Orenco PVC Pump Basins come in 18 and 24in(450 and 600mm) Ribbed pipe PVC nominal diameters.Bases are fiberglass-reinforced polymer(FRP), Base FRP attached with epoxy.EPDM grommets seal all piping penetrations.A Grommets EPDM 4in (100mm) inlet elbow and holes to accommodate splice boxes and discharge piping are located and sized to specific need.Fiberglass ii access lids and stainless steel fasteners are sold separately. Specifications Optional equipment is available. Model 0.D.,including rib I.D. Liquid capacity in(mm) in(mm) gal/in(L/mm) PB18XX 19.44(494) 17.50(445) 1.06(0.16) PB24XX 25.63(651) 23.50(597) 1.88(0.28) 'I.; Ailieliiiiiakk ---- Product Code Diagram PBI + I I+ + Discharge assembly or grommet option: - --"~ HD = Pre-drilled fa HDA125 ......�._.�:� ._._._.-...._.. H02 = Pre-drilled fa HDA200 10 = tin(25mm)grommet — 12 = t Ynin(32mm)grommet 15 = 1 Yzin(38mm)grommet 20 - 2in(51mm)grommet �_,. Con ector/SW ce box oDlian: �. _ CLX = Pre-drilled faChcklight'w ,'ti _�. ..__ - S = 11n(25mm)grommet installed L = 1Y4in(32mm)grommet installed ,'. _...e._.„.- _,-_. ~` St = SB1 attached S2 = S82 attached __ - S3 = 583 attached S4 = S84 attached L5 - 935 attached L6 = S86 attached ---_e SX = Pre-installed hub for external splice box ` - - XS = Explosion-proof splice box for simplex pumps t Gearwut vent ` XD = Explosion-proof splice box for duplex pumps ,r XToptiorc= Explosion-proof Oleo box for triplex pumps' _. - Blank = No cleanout "'":`T COP - Cleanout vent included - -. Fbw inducer option. -- --' -_ Blank - No bow inducer p-- Ft - floe inducer included Basin height: __,.�_- 54= 54in(1372mm) 60= 60in(1524mm) —.- 66= 66in(1676mm) _ _ - 72= 72in(1829mm) - - Basin diameter,nominal. 18- 18in(450mm) 24- 24in(600mm) Pump basin,PVC •Requires minimum 18in(457mml nsa heght 24in(600mm)PB24XX PVC Pump Basin 1Fdr Class I Division environments (Shown with optional cleanout and vent) Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com NTD-PB-PB-1 Rev.5©09/21 Page 1 of 1