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HomeMy WebLinkAboutSWG2024-00084 - SWG Application / Design - 3/4/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 L 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: SWG2024-00084 OWNER ESCH DOROTHY M Phone: Address: 861 W LOST LAKE RD SHELTON, WA 98584 SEPTIC INSTALLER JAKE GOLDY* Phone: 360-490-0649 Address: PO BOX 159 MATLOCK, WA 98560 APPLICANT BRUCE FINDT Phone: Address: PO BOX 2076 MILTON, WA 98354 Site Address: 861 W Lost Lake Rd Primary Parcel Number: 519015102004 Permit Description: Replace septic tank Permit Submitted Date: 03/04/2024 Permit Issued Date: 03/06/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $265.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/06/2025 (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? No Number of Bedrooms: 2 Drinking Water Source: Private Well/Spring Additional Details: Septic tank Permit Conditions: 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 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. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval 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. --- — OFFICIAL USE ONLY — DATE RECEIVED: MASON COUNTY 3 / m I a-'oa & AT ''' COMMUNITY SERVICES AMOUNT RECEIVED: RECEIVED BY ✓ rn I --" Public Health(Community Health/Environmental Health) — A � �� C N 1 3G:1-07J-9670,ext 400 or 3602754467.ex:4W ��� �I- .(�1 `/l) /7�, (n O 415 N 6th Street-Shelton,WA 98584 U \ - v 0 O v� Z ui ON-SITE SEWAGE TANK ONLY APPLICATION rn• 0 APPLICANT I PHONE rn r Bruce Findt 1253-740-6885 z 67 c MAILING ADDRESS-STREET.CITY,STATE;ZIP CODE c PO box 2076 Milton Wa 98354 AMR co rn SITE ADDRESS-STREET,CITY,ZIP CODE t! 2L` • 4 861 w lost lake road road Shelton Wa 98584 RFCEIIfi - I u NAME OF DESIGNER PHONE I _Owner Bruce Findt 253-740-6885 y '" NAME OF INSTALLER PHONE v Goldy Septic Service LLC 253-740-6885 _ < 01 TYPE OF WORK(select one) DRINKING WATER SOURCE —� (Ai ❑ NEW CONSTRUCTION/UPGRADES IN REPAIR/REPLACEMENT I] PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL zz COMPONENT(S)TO BE REPLACED/INSTALLED 0 PUBLIC WATER SYSTEM _ I ® SEPTIC TANK 0 PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE ❑ OTHER __ __ 2 36000 co OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST r 0 • t ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE 0 100FT+PUBLIC/COMMUNITY WELLS 0 SUBMITTALS El50FT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS i I ❑ PLOT PLAN(REQUIRED) 0 TANK CROSS SECTION(REQUIRED) 0 10FT+DRINKING WATER SUPPLY LINES i I Q ❑ PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) 0 5FT+PROPERTY/EASEMENT LINES.FOUNDATIONS,FOOTINGS (I I�-/ PLOT PLAN CHECKLIST i 6 to ❑ PROPERTY LINES AND EASEMENTS 0 EXISTING/PROPOSED STRUCTURES 0 EXISTING/PROPOSED OSS COMPONENTS AND LINES l' �� ❑ WELLS WITHIN 100FT 0 WATER SUPPLY LINES 0 DRIVEWAYS/PARKING 0 SURFACE WATERS,STREAMS.RIVERS,ETC... I` ❑ DIRECTION OF SLOPE/CONTOURS 0 PERIMETER/OLUR<LAIN DRAINS 0 NORTH ARROW 0 SCALE BAR I DIRECTIONS TO SITE AND SITE CONDITIONS:(e).locked gate! j Gates unlocked when work is being done --- ----- OFFICIAL USE ONLY 3ELOW THIS LINE—-- — — — — IUPGRADE/FAILURE SOURCE(tor reposing purposes) M r ❑VOLUNTARY AINTENANCE/PUMPING ❑BUILDING PaRMI f 0HOME SALF_ OCOMPLAINT 0 OTHER: k COMMENTS I CONDITLO S Vq\�(z... Vc, - 4 -- SFVA'AGE'TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SE NAGE TANKS', TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS.EQUIPPED WITH RISERS AND LIDS TO SURFACE.AND INCLUDE AN EFFLUENT FILTER(IF ArPUCAP.L EL RECORD DRAWING AND IMSTALLAT!ON REPORT REQUIRED FOR FINAL.APPROVAL. INSFECTOR SIGNATURE DATE 1 APFLIC:'ICN Ei HRATI"lN DATE I APPL I ICATON APPROVED/ISSUED BY DATE' THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 I PLOT PLAN ) 0 1 L 0 .DDRESS 13 /Lj` /l / 4 o � � ` Y �i fr� \ PERMIT NO. I i1 l 4 _ e lei 0 i -.51.-0 EGAL 1/ vC IESCRIPTION LOT ELK ADDITION pc"o .4;5'hfi,f ITE AREA 3")d-'i✓ S .Ft. AREA OF SITE OCCUPIED BY BUILDINGS 'ig? VO Sq.Ft. INSTRUCTIONS TO APPLICANT THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"'20' ARE FILED WITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.) FOR NEW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW. LOCATION OF PROPOSED CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN- SIONS, SHOW EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA- TION AND SEWER SERVICE ELEVATION, SH'iW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR- TION THEREOF 4 INDICATE NORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1"=20' j 1111111.11111111111111111101,1111111011111111.111111111111111111111111111 ME 114•115111111111MINNIMINIIIN=1111111111 al 11111 1 1i ., • -4, 1 1 id iiiill, I 1111111111111111111 i .1, 1 I NMI f iit 11 ;tA - i lirdirin ,.,..-- ‘ I Ai p ..5 i, 4.1rAi • ... 1 I I't . + .. , 1 , , a 0 } I I M R 6 202, AIP 1 , _ SON COpN EN lRONME •LtF! _ , 1 , gi i , ` i • . MEE= simmisimmeartmaimmum nummums smommem ' immuummionsimmEmmion -RE rimmum mmUUUI mom . I/We certify that the proptipeed conetructiorn will conform to the dimensions and uses shown above end that no changes will be made without fiat obtaining approval. `l `'d-1€ (k r 6 �* 21111 )/: 61-1-,,,,ce — /-74.41e. S I / )41 514NA'URE OWNERi3} OR AV THORI2 ED AEPAE5ENTA TIVE N AAIEIg)III 0I OWNER(el OF CITE I ST RUC TUREIe} IPRIN T7 _ DO NOr WRITE &FLOW THIS SINE ("' ? APPROVED GATE DISTRICT AS NOTED I I 1)(tk tt.. gLick• ` 16-r .- 10 1 r,14 pG"rk. :3T jaw\ 5 Kj c►-' 5 ! - 02 oa ,S's Arah 3(,;6w stir •g , Arc occgk Q v) b -",5 I,O� \C\e‘kin tiL(/ ‘Pv- . uL ()/ U.1— '\ _J ■ _ ��■_■ MI r _sC �! . . ,! Mill auml Ern EMI JIM 111C111 NUM ► �M�■■■■■■1 ■ �111r11111M111111 111 arai1!ess 1111111111111111111111101111 1116.4111. MMI r ■ ■■M■MMI A pp - : �IlIMMMMI 1--- INFILTRATORS' IM-1250 septic tuiti<:; ;.14 p.ay._c , ,r,X n<. 4f.g4 ( diw:I fl`Ykii.1' pi"-:^i r iC r p -:r Features&Benefits • Strong injection molded polypropylene construction • Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with EZsnap risers, Safety Star secondary safety lid system, and pipe riser solutions • Structurally reinforced access ports eliminate distortion during installation and pump-outs r °` • Reinforced structural ribbing and fiberglass bulkheads offer additional strength . ..r,:, • Can be installed with 6"to 48" (152 to 1,219 mm)of cover 1 • f • Can be pumped dry during pump-outs , . ' - Suitable for use as a septic tank, pump tank, or rainwater(non- potable)tank i • No special water filling requirements are necessary • The tank may be backfilled with suitable native soil. See installation instructions for guidance. 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 in plastic tank design, offering exceptional long-term strength and watertightness. TANK CUTAWAY APPROVED Partition baffle wall MAR 0 6 2024 MASO .COUNTY ENVIRONMENTAL HEALTH RET • I' HEAVY DUTY LID CUTAWAY Reinforced 24" structural access port 'r, Structural bulkheads ij le '! MID-SEAM CUTAWAY Reinforced water tight INFILTRATOR mid-seam gasketed water technologies connection IM-1250 General Specifications and Illustrations The IM-1250 is an injection molded two-piece mid-seam . polypropylene tank. The injection molded design of thelM-1250 allows for a mid-seam joint that has precise LIFTING STRAP(TYP.) LIFTING LUG(TYP.) RISER CONNECTION(TYP.) • • dimensions for accepting an engineered EPDM gasket. T......, . F it L ,i l' The engineered mid-seam joint accepts a continuous• .f. _. loop EPDM gasket. Infiltrator's EPDM gasket design �:: +'�: ' ':' • 61.7 utilizes technology and materials from the sanitary f - '-) 7, [1,567i sewer pipe industry to deliver a reliable watertight seal. EXTERIOR The two-piece design is permanently fastened using a system of molded-in alignment dowels and locking 152.3[3,8681 seam clips. The IM-1250 is assembled and sold through EXTERIOR LENGTH a network of certified Infiltrator distributors. TOP VIEW Must be backfilled and installed in a L 13r�1 0 accordance with the Infiltrator IM-and 1;••=i•Z"" ... CM Series Septic Tank General OUTLETRIPE (TYu • .4 Installation Instructions.For shallow ...--r,",.!„,��;. r.i ground water conditions reference "�-.; •i the Infiltrator IM-and CM-Series Tank sa s • ��•., �, Buoyancy Control Guidance. ��•S•.;: .: .,:.•:::-• ._,. ,..•_r, [1,3871 a'l:.i"il..:Mr. SEAM CLIP EXTERIOR HEIGHT Please visit www.infiltratorwater.com (TYP.) . SCAN ME or scan OR code for the latest LIFTING STRAP information. (TYP) IPA-1250 END VIEW Working Capacity 1,278 GAL(4,839 L) 411021 C OR qgS 0 24.01610 ACCESS PORT Total Capacity 1,480 GAL(5,602 L) INLE7TLC WITH LOCKING LID(2) 0411021 -- 10.012541 FREEBOARD PVC OR ABS Airspace 16.30% I . " ., OUTLET TEE —I 'INLETS' 16.3% y�•-Tr -�.L I Length 154" (3,911 mm) I 0 • AIR SPACE. I t_ r .... OUTLET ----� , (Ti61' i .t- 0.215)WALL Width - 61.7' (1,567 mm) _ „ I PER CODE 0 r I THICKNESS B h LRS� - 11.118 PER CODE ,` [ Length-to-Width Ratio 2.8: 1 ; 2 s1 x 2 51 Llould I / ---__.--- r , FI E G DEPTH / Height ht SUPPORT 9 54.6" (1,387 mm) (TYP) I I Liquid Level 44"(1,118 mm) Invert Drop 3"(76 mm) SIDE VIEW Fiberglass Supports 4 Compartments 1 or 2 TANK TOP CONTINUOUS ELASTOMERIC HALF GASKET Maximum Burial Depth 48"(1,219 mm) • . , Minimum Burial Depth 6"(152 mm) rt" "'--'--'----- • ._ SEAM CLIP Maximum Pipe Diameter 4"(102 mm) .% - (72) Weight 405 lbs(184 kg) ) INTEGRAL ALIGNMENT ��''��'',,��..--��---- _— DOWEL TANK BOTTOM ` HALF hr 4 Business Park Road �! P.O.Box Old Saybrook.CT 05475 MID-HEIGHT SEAM SECTION 360-577-7000•Fax 860-577-7001 1.800.221-4436 i N F I LT R ATO R www.infi{tratorwater.com water technologies infoeirrfiltratorwateccore For U.S.Patents information visit www.infiltratorwater.conVpatents.Other patents pending.Infiltrator,Q.tk„l:m l EZIIs x fire:•eigletod trademarks of Infiltrator Water Technologies.Infiltrator Water Technologies Is a wholyowned subsidiary of Advanced Drainage Systems,Inc.ADS). 0 2024 Infiltrator Water Technologies,LLC. Not responsible for any typographic errors.Printed in USA IM125 0124 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436