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Home My WebLink AboutSWG2025-00010 - SWG Application / Design - 1/12/2025 MASON COUNTY 415 N 6TH STREET,SHELTO 70,EXT98584 400 'V 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 Permit: SWG2025-00010 APPLICANT Purdum,Tom Phone: 2535092757 Address: 194 SW Verona CT Port Orchard, WA 98367 OWNER JDR CONSTRUCTION INC Phone: 1.253.686.6487 Address: 7707 56TH AVE CT NW GIG HARBOR, WA 98335 SEPTIC DESIGNER TOM PURDUM* Phone: 253-509-2757 Address: PO Box 821 WAUNA, WA 98395 Site Address: 101 NE LAUREL RD Primary Parcel Number: 123055200024 Permit Description: Proposal to add TLB tanks and connect to existing drainfield installed with no asbuilt Permit Submitted Date: 01/12/2025 Permit Issued Date: 03/06/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/05/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 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 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. OFFICIAL USE ONLY DATE RECEIVED: MASON COUNTY 1/13/2025 N v COMMUNITYSERVICES AMOUNT RECEIVED: RECEIVED BY: W N Imp 825 online v m \t - Public Health(Community Health/Environmental Health) cn < 4159.6th ext.-400lt n,WA485847,eM.400 SWG 2025-0001 0 O T 415 N.4th Street-Shelton,WA 98584 N Z cii [CLEAR FORM_ ON-SITE SEWAGE SYSTEM APPLICATION z m APPLICANT PHONE m JDR CONSTRUCTION (253)686-6487 MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 7707 56TH AVE NW GIG HARBOR,WA 98335 W Tm Tiger ?] SITE ADDRESS-STREET,CITY ZIP CODE Lk 101 NE LAUREL RD BELFAIR Terrace NAME OF DESIGNER PHONE TOM PURDUM (253)509-2757 NAME OF INSTALLER PHONE a PERMIT TYPE(select one) ��-- DRINKING WATER SOURCE O) wiRESIDENTIAL OSS L.ICOMMUNITY OSS IF:COMMERCIAL OSS Lii PRIVATE INDIVIDUAL WELL I--I:PRIVATE TWO-PARTY WELL Z I y TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM V' 1NEW CONSTRUCTION/UPGRADES LJ,IREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE 1' DESIGN FORM(REQUIRED) R USEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE °° I O WI L_I_;WAIVER(S)(IF APPLICABLE) 3 .23 C) DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) [� 1 Use google maps to navigate to 101 NE Laurel RD I - I- O 24 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ZBUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS Rhonda met with Tom Purdum 3/5/25 and inspected a test hole adjacent to existing drainfield and found 12" of vertical separation under drainrock. Original drainfield permit SWG2007-00686. Proposal is to add NuwaterBNR 500 tank and pump tank for new 3bd home. SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE Q- _ _fir /t, 3/5/25 3/5/28 EH APPROVED "-'' r Rhonda Thompson 03/06/2025 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 12305-52-00024 -- A design will be reviewed when 3 copies of each of the following are submitted: ''Completed design form that has been signed and dated. ''Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. ''Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X17" PARCEL IDENTIFICATION Permit Number: SWG 2025-00010 Designer's Name: Tom Purdum Applicant's Name: JDR CONSTRUCTION Designer's Phone Number: (252)509-2757 Mailing Address: 7707 56th AVE NW Designer's Address: 194 SW Verona CT Gig Harbor WA 98335 Port Orchard WA 98367 CLEAR FORM --- J City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: LgAerobic Unit Make/Model BNR-500 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity L'Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class cI200 Daily Flow: Operating Capacity 360 gpd Length 40 ft Daily Flow:Design Flow 270 gpd Diameter 1.25 in Septic Tank Capacity(working) BNR500 gal Number 5 Receiving Soil Type(1-6) 4 Separation 6 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 67 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 36 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class CL200 Elevation Measurements Length 3 ft Original Drainfield Area Slope 5 % Diameter 3 in New Slope,If Altered % Preferred manifold configuration used? L'Yes 0 No Depth of Excavation Up-slope 16 24- in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class CL200 Designed Vertical Separation 12 in Length 649 ft Gravelless Chambers Required? 0 Yes 1 No 0 Optional Diameter 3 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 24 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 3 ft Chamber Capacity(flood) 1100 gal Uppermost Orifice I 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 54 gpm gTimer ErElapse Meter Er Counter Calculated Total Pressure Head ft If Timer: Pump on TBD ,Pump off TBD Comments Drainfield was installed as part of an offsite system back in 2007ish. No permit can be found. Location and components'have been field verified. Above information is from original application swg07.00686 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 12305-52-00024 -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ❑ Test hole locations O Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs O Trench/bed dimensions and O Septic tank ❑ Property lines critical distances within layout ❑ Drainfield cover ❑ Existing and proposed wells O D-Box/Valve box locations Reference depth from original grade within 100 ft of property O Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations O Laterals,trench bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of O Clean-out location O Curtain drain collector curtain drain and all absorption ❑ Manifold placement O Sand augmentation components O Orifice placement Other cross-section detail: ❑ Location and dimension of O Lateral placement with distance O Observation ports/clean-outs primary system and reserve area to edge of bed ❑ Buildings Other Information O Audible/visual alarm referenced Yes No ❑ Direction of slope indicator ❑ Scale of drawing shown on scale O O Design staked out ❑ Waterlines bar O O Recorded Notices attached ❑ Roads,easements,driveways, O O Waiver(s)attached parking O O Pump curve attached ❑ North arrow and scale drawing O O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be n ' ed by installer at time of installation O Yes O No 1/3/25 Si ature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: EH APPROVED Rhonda Thompson 03/06/2025 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 3/5/28 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site, Updated Date: 12/7/2015 A AM 0 PROJECT DESCRIPTION: [ MPr�K 11 LOT 24 CONSTRUCT NEW 3-BR SFR SCALE: 111 = 50� INSTALL NEW BNR-500 ATU o� o� INSTALL NEW 1000-GAL PUMP TANK CONNECT TO EXISITING OFFSITE DRAINFIELD LOT 23 _\ � 50' 100' EXISTING OFFSITE DRAINFIELD LOCATION FIELD VERIFIED AS INSTALLED. g �, CONNECT TO PUBLIC WATER `� PROPOSED ^�Fl ,,I L . .. �FaFlcaFl NE LAUREL RD SS-SS r to CD LO LOT 18 LOT 17 LOT 16 LOT 15 I LOT 14 LOT 13 Cl) I 0) L � s' - Ss-SS--Ss SS Ss-SS-SS-SS 1p so,CEAsEmENT t tz II I I INSTALLED rnsrx o 3014 I I I I I PRWART AND a FlAN,Fa. I w I Flra.o.� 1' FlaFlCa NUMBER„a wo,a I I Do, EH APPROVED i .. Rhonda Thompson 03/06/2025 f___________________________________________________________________--- .w, HEALTH DEPT APPROVAL �e- , o �'/ SHEET TITLE: OVERVIEW CLIENT: JDR CONSTRUCTION /��oFW�N'c2 0 _-_-_,_ ...,,, ,,_ %� - AmEAICAI� ��,.., DATE: JANUARY 3, 2025 REV: PROPERTY INFORMATION: �" SEPTIC DESIGN LLC �� s PO BOX 821 WAUPIA. WA 98395 SHEET 1 OF 5 - PARCEL: 12305-52-00024 22D30629 R.Thomas Purdum .�-ta, 253.5°Q.2757 LOT 24 TIGER LAKE TERRACE TRACTS LICENSED DESIGNER .> \�� AMERICANSEPTICDESIGIII.COM ��//////////////�� TOM@AMERICANSEPTICDESIGN.COM DRAWN BY: T. PURDUIVI SITE ADDRESS: 101 NE LAUREL RD NE EXPIRES2/07/2027 A pss —ss— r 0 2 I 2 SCALE: 1" = 30' I 0 30' 60' I winm LOT 18 LOT 17 LOT 16 LOT 15 CD • rn I CD rn I 0 L 0 1 • 10'SEV -SS-SS-SS-SS-SS-SS-SS- -SS-SS-SS-SS-SS-SS-SS-SS-SS ES.6"FLUSHING PORT(TYP 1 I I 1 I 131 INSTALLED 3"ASTM D 3034 112' I I I I I I II I I co I II co 1 R rR I PRIMARY AND EX.HEADER MANIFO • `L• RESERVE AREA 2' I FOR LOT 25 I I I PARCEL NUMBER 12305-23-00010 I I I I .00% ESE E I I D"INFI LDD R LO 24 I I I I I I I I I I I I EH APPROVED Rhonda Thompson 03/06/2025 i w HEALTH DEPT APPROVAL i ...$, 44, -,) SHEET TITLE: DRAINFIELD INSET CLIENT: JDR CONSTRUCTION (F/i °`�FW �"� tfej_ ,_-1.--____ m...., ,,,,,er_ ___.- A ERIcANSEPTIC DESIGN LLC DATE: JANUARY 3, 2025 REV: PROPERTY INFORMATION: �� (�' ,. A 6' PO BOX 821 WAUNA, WA 98395 PARCEL: 12305-52-00024 �� _�`��- 253.509.2757 SHEET 2 OF 5 LOT 24 TIGER LAKE TERRACE TRACTS ' R.Thomas Purdum� �� AMERICANSEPTICDESIGN.COM �• LICENSED DESIGNER �/ TOM@AMERICAIdSEPTICDESIGN.COM DRAWN BY: T. PURDUM SITE ADDRESS: 101 NE LAUREL RD NE ��'� EXPIRES 2/07/2027 A Ilk N 89'593V E 65.00 0 10'SEPTIC EASEMENT r LOT 24 UMP TANK SCALE: 1" = 30' TU 96' o 30' 60' LEAN OUT 0 50'-0" ►, Maintain 50'+ from o surface water LOT 23 4 Si 06. 3 f6 I ANEL PROPOSED N% 3-BR SFR C 'p,� L__ N. CHECK VALV .4 DRIVEWAY' *- E-Nt'l s 69'400r WOW w EX.INSTALLED r CL200 F SS-SS-- SS-SS CO INSTALLED FORCEMAIN EX.FORCEMAIN NE RD LAUREL - _co rn I rn SS-SS-ss-ss-Ss-ssJ Ir - I CD EH APPROVED I Rhonda Thompson 03/06/2025 I LOT 16 LOT 15 I LOT 14 LOT 13 ,i r�i► i HEALTH DEPT APPROVAL I �� ,L �� / SHEET TITLE: TANK INSET CLIENT: JDR CONSTRUCTION '%�oFW�H/NC y�~OO y—` _-.....-=1-.4. i� `''"J/ AMERICAN � ` �NL�C? `� DATE: JANUARY 3, 2025 REV: PROPERTY INFORMATION: TIa s SEPTIC DESIGN LLC r•, 30629 PO BOX 821 WAUNA, WA 98395 PARCEL: 12305-52-00024 �� -,[ 253.509.2757 SHEET 3 OF 5 LOT 24 TIGER LAKE TERRACE TRACTS R.ThomasPurdum �'`\\ AMERICANSEPTICDESIGN.COM LICENSED DESIGNER ✓� TOM@AMERICAAISEPTICDESIGN.COM DRAWN BY: T. PURDUM SITE ADDRESS: 101 NE LAUREL RD NE ' ��`� EXPIRES 2/07/2027 • PUMP TANK DETAIL (1,000 GALLON/ 1166 FLOOD) J_BOX 8.'Y / CHECK VALVE W/UNION YODER TIGHT OWRTSER L PORr Lo ) 24"WATERTIGHT LID 2"SCH40 TO DRAINFIELD 8"ACCESS RISER ® CLEANOUT DETAIL 4"CLEANOUT CAPPED AT f•RC MP ACCESS /Y NC �; 1��i ae'MAX �,� OR ABOVE FINAL GRADE r COMM 24"ACCESS RISER .j 6 RDU - I ' - II - ' - ■ BLDG FOUNDATION DOUBLE SWEEP TEE Y a•Inoue f RETURN u H� I� EMERGENCY440 GAL 4" I 4"LINE TO SEPTIC TANK TRASH CHAMBER /n`. DIGESTER CHAMBER CLARIFIER I ��INGCAPACITYPITGALLO" OPERATING CHAMBER HIGH WATER ALARM MAINTAIN 2%FALL m, °r GAnA .aWGALLGRs G Aarr'as��Aio"G 50'RCOU19°cu I PUMP BASKET eexSs' \ a,. WORKING VOLUME 440 GAL 34• owocc FLOATS I PUMP •• ••• = Ff7W.. O T(2 -; 6mi 7p 7 isv rW1 SUBMERGENCE VOLUME D" fY 260 GAL SLImcE tatRRdi-� I 20 GAL/IN 1—�I - ♦ r• a ----- - ♦ ♦ ' Na ♦ ♦ EXISTING OSS INFORMATION: TRANSPORT LINE INFORMATION: '//�/ 1S Sot• -FREE NAME S01 OR STONY CIYS SAND OSS TYPE:PRETREATMENT TO PRESSURE EXISTING TRANSPORT LINE LENGTH:544 FEET STO OVER RY SOIL MAX DAILY SEWAGE FLOW: 360 GPD EXISTING TRANSPORT LINE DIAMETER:3-IN SOIL APPLICATION RATE:0.6 GAUFT2/DAY PIPE CLASS:CL200 INFILTRATIVE SURFACE AREA:600 SQ FT PROPOSED TRANSPORT LINE LENGTH:105 FEET EXISTING LATERAL INFORMATION: PROPOSED TRANSPORT LINE DIAMETER:3-IN PIPE CLASS:SCH40 TOTAL DRAINFIELD LENGTH:200 LF MAX LATERAL LENGTH:40 FEET PUMP INFORMATION: LATERAL SPACING:6-FEET ON CENTER LATERAL PIPE DIAMETER: 1.25-IN PIPE CLASS:200 PUMP:LIBERTY FL100,240V, 1 HP LIBERTY FL-100 PUMP CURVE ORIFICE SIZE:3/16-IN PUMP CAPACITY:54 GPM ORIFICE SPACING:36-IN LIFT HEAD:30 FEET 140 TOTAL NUMBER OF ORIFICES:67 RESIDUAL HEAD AT LAST ORIFICE:3 FEET 130 TRENCH INSTALLATION DEPTH: 12-IN LOSS THROUGH TRANSPORT:3 FEET 120 LOSS THROUGH MANIFOLD:1 FOOT EXISTING MANIFOLD INFORMATION: TOTAL DYNAMIC HEAD(TDH):37 FEET 110 W 100 MANIFOLD DIAMETER:3-IN TANK INFORMATION: W v_ 90 MANIFOLD LENGTH:3 FEET z 80 ATU:BNR-500,CONCRETE a 70 • PUMP CONTROL PANEL INFORMATION: PUMP TANK SIZE: 1,000-GAL(CONCRETE) z a 60 o 50 - SJE RHOMBUS IFN ELEVATIONS: r- 40 DOSING INFORMATION: STUBOUT ELEV:96 30 TRASH TANK INLET ELEV:97'10" 20 DOSE SIZE:60 GALLONS TRASH TANK OUTLET ELEV:97'9" 10T'''''''' ''N DOSE FREQUENCY:4 HOURS ATU INLET ELEV:95'10" o NATU OUTLET ELEV:95'9" 0 10 20 30 40 50 60 70 80 90 100 110 120 130 PUMP TANK INLET ELEV:95'8" US GALLONS PER MINUTE PUMP DISCHARGE:91' EH APPROVED HIGHEST LATERAL ELEV: 115' Rhonda Thompson 03/06/2025 r �► HEALTH DEPT APPROVAL , WAS/1/4'7'.A c o� lei E A I C �i I� SHEET TITLE: PRESSURE DETAIL CLIENT: JDR CONSTRUCTION ;,•may �(_ J - �_ ,. _� �d- fr�� DATE: JANUARY 3, 2025 REV: PROPERTY INFORMATION: SEPTIC DESIGN LLC �= 1 �= �,, ii, „_, PO BOX 821 WAUNA. WA 98395 SHEET 4 OF 5 PARCEL: 12305-52-00024 22030829 ,.. ��_......., � .Thomas Purdum /,`\\ 253.509.2757 LOT 24 TIGER LAKE TERRACE TRACTS LICENSED DESIGNER AMERICANSEPTICDESIGN.COM TOM@AMERICANSEPTICDESIGN.COM DRAWN BY: T. PURDUM SITE ADDRESS: 101 NE LAUREL RD NE EXPIRES 2/07/2027 SEPTIC SYSTEM CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES 1. NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED IN THE DRAINFIELD AREAS. 1. CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE LATEST REGULATIONS AND REQUIREMENTS OF THE COUNTY HEALTH DEPARTMENT AND WASHINGTON STATE 2. NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME. A DEPARTMENT OF HEALTH.THE CERTIFICATION OF THIS DESIGN DOES NOT ENSURE PHYSICAL BARRIER MUST BE PLACED AROUND THE DRAINFIELD DURING CONTINUOUS TROUBLE-FREE OPERATION. CONSTRUCTION. 2. NO EXCAVATION OR ALTERATION OF THE DRAINFIELD SITE IS PERMITTED. 3. NO BURNING ON THE DRAINFIELD AREA. ENCROACHMENTS INTO THE DRAINFIELD AREA MAY RENDER THE SITE UNUSABLE. RE-DESIGNS AND/OR ECONOMIC LOSSES DUE TO DAMAGE/ENCROACHMENTS TO BE 4. NO CUTS GREATER THAN 4 FEET IN HEIGHT ARE ALLOWED WITHIN 50 FEET DOWN AT THE OWNERS EXPENSE. SLOPE OF ANY DRAINFIELD. 3. AMERICAN SEPTIC DESIGN LLC HAS ATTEMPTED TO SHOW ALL EXISTING 5. NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWN SLOPE OF ANY DRAINFIELD. UNDERGROUND UTILITIES,SEPTIC SYSTEMS AND SUBSTRUCTURES ON THE ATTACHED PLANS. HOWEVER,AMERICAN SEPTIC DESIGN LLC DOES NOT GUARANTEE 6. ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELD. THE ACCURACY AND/OR COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE HOMEOWNER NOTES: UTILITIES OR SUBSTRUCTURES. IT IS THE RESPONSIBILITY OF THE INSTALLER TO 7. DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL THIS SEPTIC SYSTEM IS NOT APPROVED FOR USE WITH A GARBAGE DRAINFIELD AREAS. EXISTING UTILITIES AND SUBSTRUCTURES,WHETHER SHOWN OR NOT, PRIOR TO DISPOSAL. USE OF A GARBAGE DISPOSALWILL INCREASE THE EXCAVATION IN ANY AREA. BIOLOGICAL LOAD ON THE SEPTIC SYSTEM AND CAN LEAD TO 8. SEED AND MULCH THE INSTALLED DRAINFIELD IMMEDIATELY UPON COMPLETION. PREMATURE FAILURE OF THE SYSTEM. 4. THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SYSTEM IT IS THE INSTALLERS RESPONSIBILITY TO ENSURE THAT THE 9. DEPENDING ON THE FINAL HOUSE ELEVATION,A PUMP MAY BE REQUIRED FOR THE INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-811.VISIT PUMP TANK IS FILLED WITH WATER PRIOR TO FINAL SEPTIC SYSTEM. WWW.CALL811.COM FOR MORE INFORMATION. INSPECTIONFOR PUMP TESTING AND SYSTEM SETUP 10. ALL WATER LINES MUST BE A MINIMUM OF 10 FEET FROM INSTALLED SEPTIC 5. INSTALLER MUST CONTACT DESIGNER FOLLOWING INSTALLATION FOR FINAL AS-BUILT IN ORDER TO COMPLETE THE RECORD DRAWING IN A TIMELY COMPONENTS. INSPECTION.INSTALLER MUST FILL PUMP TANK WITH ENOUGH WATER TO PERFORM MANNER, IT IS THE HOMEOWNER'S RESPONSIBILITY TO NOTIFY SET-UP.ADDITIONAL SITE VISITS DUE TO IMPROPER INSTALLATIONS WILL BE AMERICAN SEPTIC DESIGN THAT THE PUMP CONTROL PANEL HAS 11. INSTALL A TUF-TITE EF-4 EFFLUENT FILTER OR EQUIVALENT IN THE SEPTIC TANK OUTLET CHARGED TO THE INSTALLER.ALL CHARGES MUST BE PAID PRIOR TO REQUESTING BEEN WIRED AND IS READY FOR SETUP. PORTS. ADDITIONAL INSPECTION. THIS SEPTIC SYSTEM DESIGN USES A PROPRIETARY TREATMENT 12. USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING THE DRAINFIELD AREA. IT IS 6. IT IS THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED DEVICE AND REQUIRES ANNUAL MAINTENANCE.AN OPERATIONS STRONGLY RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE SEPTIC DESIGN ON SITE DURING WORK HOURS. INSTALLER SHALL POST PERMITS IN A AND MAINTENANCE CONTRACT WITH A LICENSED PROFESSIONAL INSTALLER. CONSPICUOUS LOCATION DURING CONSTRUCTION. MISSING PERMITS WILL BE THE IS REQUIRED FOR RECORD DRAWING APPROVAL. RESPONSIBILITY OF THE INSTALLER. 13. NO CHANGES OR ALTERATION ARE TO BE MADE TO THIS PLAN WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER.THE INSTALLER. ANY DEVIATION 7. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING WITHOUT WRITTEN PERMISSION IS AT THE INSTALLERS RISK AND THE DESIGNER AND CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM THIS IS NOT A SURVEY: COUNTY HEALTH DEPARTMENT SHALL BE HELD HARMLESS. WATER DRAINAGE FACILITIES AND ROADWAYS. SITE FEATURES,TOPOGRAPHY, ELEVATIONS AND 8. THIS IS NOT A SURVEY. PROPERTY LINES, CORNERS,TOPOGRAPHY, ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BENCHMARKS ARE BASED ON ASSUMED DATUM AND ARE SOLELY FOR THE INTENDED BY THE OWNER, COUNTY PLANNING RECORDS, GIS USE BY THE SEPTIC SYSTEM DESIGNER,COUNTY HEALTH REVIEW PERSONNEL& INFORMATION AND ARE INTENDED ONLY FOR THE REVIEW SEPTIC SYSTEM INSTALLER.AMERICAN SEPTIC DESIGN LLC RECOMMENDS AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM PROFESSIONAL LICENSED SURVEYORS FOR SURVEY PROJECTS.ALL PROPERTY DESIGN. AMERICAN SEPTIC DESIGN LLC RECOMMENDS THAT LINES/DIMENSIONS HAVE BEEN DEMONSTRATED BY THE PROPERTY OWNER/AGENT. A LICENSED SURVEYOR ALWAYS BE USED TO SET CORNERS, AMERICAN SEPTIC DESIGN LLC IS NOT RESPONSIBLE FOR ERRORS ARISING FROM ESTABLISH LOT LINES, DETERMINE ELEVATIONS/ MEASUREMENTS THAT WERE TAKEN FROM PROPERTY LINES OR CORNERS THAT ARE TOPOGRAPHY AND OR PROVIDE A LEGAL SIRE PLAN INACCURATE. METHODS AND EQUIPMENT: EH APPROVED 9. IF THE INSTALLER ENCOUNTERS ANY DISCREPANCIES BETWEEN THE DESIGN, FIELD MEASUREMENTS PERFORMED WITH A TOPCON QS3A Rhonda Thompson 03/06/2025 CALCULATIONS, SPECIFICATIONS AND/OR EXISTING CONDITIONS ENCOUNTERED,THE ROBOTIC TOTAL STATION,TOPCON ROBOTIC PRISM, INSTALLER SHALL IMMEDIATELY NOTIFY AMERICAN SEPTIC DESIGN LLC AT TRIMBLE FC3 DATA COLLECTOR, EMLID REACH BASE/ROVER (253)509-2757. IF DURING THE INSTALLATION PROCESS, SOIL CONDITIONS ARE GNSS AND A RAG TAPE. DISCOVERED THAT MAY LEAD TO PREMATURE FAILURE OF THE SYSTEM, CONSTRUCTION SHALL IMMEDIATELY STOP AND THE DESIGNER SHALL BE NOTIFIED. CONDITIONS MAY INCLUDE, BUT ARE NOT LIMITED TO HARDPAN, CLAY, GROUND WATER, SURFACE WATER, DISTURBED SOIL OR EXCESSIVELY PERMEABLE SOILS HEALTH DEPT APPROVAL (COARSE COARSE OR GRAVELLY COARSE SAND). ,,e- ,��oFw�H sv` o, ® r SHEET TITLE: CONSTRUCTION NOTES CLIENT: JDR CONSTRUCTION .' y�", = °'_ a�� y---.�, AMERICAN �-� SEPTIC DESIGN LLC DATE: JANUARY 3, 2025 REV: PROPERTY INFORMATION: ,. =s ✓✓I 9 PO BOX 821 WAUNA, WA 98395 SHEET 5 OF 5 PARCEL: 12305-52-00024 ° Thomas `� 253.509.2757 LOT 24 TIGER LAKE TERRACE TRACTS / LICENSED DESIGNER �� TOM@AME AMERICANSEPTICDESIGN.COM DRAWN BY: T. PURDUM SITE ADDRESS: 101 NE LAUREL RD NE EXPIRES 2/07/2027