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HomeMy WebLinkAboutSWG2024-00464 TANK ONLY - SWG Application / Design - 12/12/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,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: SWG2024-00464 OWNER YIN MING HUI Phone: Address: 818 SW 347TH PL FEDERAL WAY, WA 98023 APPLICANT YIN MING HUI Phone: Address: 818 SW 347TH PL FEDERAL WAY, WA 98023 SEWAGE DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 Site Address: UNKNOWN Primary Parcel Number: 122063190081 Permit Description: Adding septic and pump tank to deliver effluent to 4bd OSS on 122063190082 Permit Submitted Date: 12/12/2024 Permit Issued Date: 04/02/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,155.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/30/2027 (based on date of inspection) Type of Work OSS New Construction Components being Replaced: Septic and Pump Tanks Surfacing Sewage? No Existing Failure? No Shoreline? No Horizontal Setbacks Met? Yes Number of Bedrooms: 2 Drinking Water Source: Public Water System Additional Details: Septic and pump tank Permit Conditions: 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 6 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. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 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. OFFICIAL USE ONLY MASONCOUNTY DATE RECEIVED: \.I; 09 I COMMUNITY SERVICES AMOUNTRECEIVED:- vi REECEIEI(VVE�DBY: O m Public Health(Community Health/Environmental Health) ^'U� 2 m 360-427-9670,ext 400 or 360-275-4467,ext.400 N 415 N.6th Street-Shelton,WA 98584 () N O _ C', ON-SITE SEWAGE TANK ONLY APPLICATION APPLICANT PHONE �" m r Woo Shin z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 1/ // I/l'� 818 SW 337th P1, Federal Way, WA 98023 � �, A, 1�1q f �o � m SITE ADDRESS-STREET,CITY,ZIP CODE 1 026 E Cove View Dr, Belfair, WA 98528 NAME OF DESIGNER PHONE ;�� . ` I N Rod Left 360-698-8488 NAME OF INSTALLER PHONE v I N lo TYPE OF WORK(select one) DRINKING WATER SOURCE tY1 ❑r NEW CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT ❑ PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z I COMPONENT(S)TO BE REPLACED/INSTALLED PUBLIC WATER SYSTEM Belfair Water District I IN SEPTIC TANK ❑� PUMP TANK ❑ RV HOLDING TANK BEDROOMS LOT SIZE I I W ❑ OTHER 2 I 79,279 sq ft w OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST r" 1 O ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE I7 100FT+PUBLIC/COMMUNITY WELLS SUBMITTALS 0 50FT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS I 0 PLOT PLAN(REQUIRED) ®TANK CROSS SECTION(REQUIRED) II 1OFT+DRINKING WATER SUPPLY LINES I O I] PUMP DETAILS(IF APPLICABLE) ❑ WAIVER(S)(IF APPLICABLE) © 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS PLOT PLAN CHECKLIST O I O II PROPERTY LINES AND EASEMENTS ❑ EXISTING/PROPOSED STRUCTURES 0 EXISTING/PROPOSED OSS COMPONENTS AND LINES ❑ WELLS WITHIN 100FT 0 WATER SUPPLY LINES ❑� DRIVEWAYS/PARKING 0 SURFACE WATERS,STREAMS,RIVERS,ETC... I O IN DIRECTION OF SLOPE/CONTOURS I7 PERIMETER/CURTAIN DRAINS II NORTH ARROW II SCALE BAR DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS!CONDITIONS vtmp bd OSS or o -3I-- 2 ( u4zozZ. Oo7,1 SEWAGE TANKS MUST BE LISTED UNDER DOH°LIST OF REGISTERED SEWAGE TANKS'. TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EQUIPPED WITH RISERS AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DAT APPLICATION APPROVED/ISSUED BY DATE `Z3OJZ1 - Tk& THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217/2015 I. L Pump Selection fora Non-Pressurized System -Single Family Residence Project SHIN/12206-31-90081 Parameters Dsda7assendys�e 2m a m 160 TrasixltLexp 245 feEt Traspatpi mclass 40 TrarspatLireSize 200 irc Distbui Valvduta d Nme 140 MacE]evaf ,Ut 25 fad D�grFbwRalb 10 gm FbWetr Nae hr Adiaf Fnc5cnLis 0 120 - ... . . . . . . . - Calculations Trars�rt\Fda i Q9 fps w m Frictional Head Losses v 100 1t shu iOisdag•: 02 feet = LossinTrarspat 0.5 fad F- LosshtL 1Va4e ao feEt LcsstmriFbmnEa 02 fad = 80 'Addaf Fri Ls 02 feet Pipe Volumes A ♦' PF5005 VddTraspWLb a 427 lJs 60 Minimum Pump Requirements I° DeEiyRwRab 10.0 gm TclalDyraricHead T27 feet 40 _ : 20 PROVE APR 0 2 2026 00 10 20 30 40 50 60 70 80 MASON COUNTY ENVIRONMENTAL HEALTH Net Discharge(gpm) RET PumpData Legend PF5005HigiHeadEitiatPurp Sys�nCuve — 50GPM12H P 115230V 1060Hz200'2:i VW60Hz PurpCuve PurpOp6rrsl Rarge — OpeairgPdrt DeigiPdrt Memo Steysms 81 Incorporated R LEFT LICEryS OVER fJm,�nddx w,y d! W.WDe1.&u.p'' EXPIRES 21t51/J1_ Mason County WA GIS Web Map s' s \\ y k s ' h � 1 . A / yyy w \ I ' o - / ; t7 : N ... %Y / ___ / , / N / N # P r 'y\ , / x 4 !!/f 3/5/2026, 7:59:25 AM 1:3,060 0 0.03 0.05 0.1 ml County Boundary 0 0.04 0.08 0.16 km No Filled Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HER Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it https://vmw,.masoncountywa.gov/disclaimer.php TI-/IS /S NOT A SUFRV7Y ALL PROPERTY L/NES/BOUNOAR/ES HAVE BEEN OEMONSTRATEL) BY THE OWNER(S) AN1D/OR THE/R AGENT(S)_ 274.00' INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL C)C) ETEAC KS -IT IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVIDE TO AGNA E IN WRITING ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AND/OR TAX PARCEL '�t EXCLUSIVELY SHOWING DESIGN INCLUDING ALL GRAY/BLACK WATER STUB OUT , UTILITY LOCTIONS, PROPERTY DIMENSION-'-a 12206=31-90082 ('/1 EASEMENT FOR EXI TING DIMENSIONS, ASEMENTS BUFFERS ANC SETBACKS REQU II ID BY GOVERNING OR REGULATING ENT;TIES ACCES /UTILITY - DRY WEATHER INSTALLATION AND SITE PREP REQUIRED. �' CLARIFICATION EAs MENT R PROTECT PIMARY ANC RESERVE DRAIN FIE LC AREAS FROM ANY VEHICLE TRAFFIC. - NO FOU NCAT ION SPOILS OR BURNING ON DRAIN FIELC AREAS- '- DUE TO UNFORESEEN WATER TABLES. A CURTAIN DRAIN MAY BE REQU IF2ED. .. �? - DEPENDING UPON FINAL ELEVATIONS, A PUMP MAY BE RE Q U I F2EC- DIRECT ALL DOWNSPOUT/SURFACE WATER AWAY FROM CRAI N Fri ELD AREAS_ IF ID F' LATERALS OR MODULES ARE DEPICTS C, THEY ARE APPROXIMATE AND MAY VAR , PROVIC)EC) THEY REMAIN IN THE DEL IN EE ID CF AREA- ✓ 1 > 'ALL WELLS WITHIN -100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN (ZOO' FOR CLASS-B WAI"YE F ). LU - EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE. - -- ` > WATER LINE MUST BE A MINIMUM OF 1 0' FROM ANY SEPTIC COMPONENT. p ,(// / i U MAINTAIN A MINIMUM S0' SETBACK DOWNS LO PE OF I-PITS. MINIMUM OF 10' SETBACK UPS LO PE OF I-P T I . m ;/ '- SEEC ANC MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION. w DEPENDING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BE REQUIRED. ` f ip "' LATERALS MAY BE NO CLOSER THAN S' ON CENTER. IF WATER AND SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE 8 COUNTY CODE- I( N ACME DESIGN °HED DATE- 4 MARCH 2026 P.O. BOX 2954 w NAME- SHIN SILVERDALE, WA. TAX I D- 12206-31-90081 98383 _ w STREET- E COVE VIEW DR TEL. 360-698-8488 \ - - O INFO ACMESEPTIC.00M SCALE: 1"=5 SITE PLAN ORIVjVVAY :. .. 't w >,,:' 232.05' 0 100 \ N I.00' `��'•'��'� ' - -------- --------- - m N D }; 275.00 X o +::'' .: USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21E PROPERTY OWNER NOTE: c/' D :�::;.;:, Careful) review ALL aspects of this septic n o x W D OR I FS11 W114H4AD8AC17J AND FLOATS. design.A 1Y costs incurred due to changes to N m m y 1 1 this design after submission to the County Health Department are the sole responsibility of the property owner. N ohm' o �'�...: gC I o o�mO o / �':•''': lEfl' F� N O n Q :; ttclaNs oEslo I i m m vi A OJi, ,: NER H \ \ \ \ i NN o o' w I c ����'}i EXPIRES 121iS/ o o D� m N - x z� m m OZ ZO :r _ APR 022026 \' MASON COUNTY ENVIRONMENTAL H z m� m 0 xD xc..r. . N 2 m EALTN '.:RJ•y;r.' D 71 Z V J m o n r' `�;;; LEG E N D N z� O nh .'r' RT — SOIL LOG _--_ = NO BUILD ZONE O •'' ��" "~'' =CLEARING LIMITS A Q W Cn ��s '•r',`�� = TREES 12" DIA - ::_ --- ---------- --- -- _ EAN T ------------------------ ------------------------- - ------ --- ---- B a Q - CL OU E COVE VIEW DR �m E COVE EW DR m =1200-GAL SEPTIC TANK 232.05' m�z 394.00' 3Q = 1200-GAL PUMP TANK E COV IEW D � " COV IEW R ® = SPLITTER 1,200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION PUMP TANK SETUP IS AN EXAMPLE ONLY. PVCSpliceBox ACTUAL TANK SETUP MAY VARY, with Cord Grips DEPENDING ON PUMP AND TANK MANUFACTURER. Fiberglass Gasketed Udwit Stainless Steel Bolts InspeclanAccess SI Ground 24"RISER PVC RiserwthGmmmet(s) (band to tank adapterwifh Riser and Ud Away from River recommended adhesive) (at ground surface) OischaigeAssenibIy Conduit to Tank Adapter Control Panel EeuentOisnharge (cast or bolted) Conduit Seal Inlet Tank Adapter(cast or bolted) Check Valve(oplionat Float Asser ty Tue Z EffluentPump APPROVED 0 `Op 3 APR LICFNS NER Af f1R 022026 EXPIRES 2/15!^'� NOT TO SCALE MASON COUNTY ENVIRONMENTAL HEALTH !Jv RET GENERAL CONSTRUCTION NOTES: CONSTRUCTION NOTES 1.ACME DESIGN CO.HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES. SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS.HOWEVER, 1,200-GALLON CONCRETE SEPTIC TANK CROSS-SECTION DOES NOTGUARANTEE EE UTIESHE COMPLETENESS THE L ISHE QTION OR EXISTENCE KE T,/ESE YITI OR NECESSARY TOSUBSTRUCTURES. THE DINSTALLER PROTECT IS ALLREQUIRED EXIT TO SEPTIC SYSTEM CONSTRUCTION NOTES: TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXIST NG UTILITIES AND SUBSTRUCTURES.WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS. 20.00 GALLONS PER INCH 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENT A SURVEY.NOR DOES 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME. INSPECTION INSPECTION IT PURPORT TO SHOWALL EASEMENTS OR ENCROACHMENTS.IF ANY. ACME PORT DESIGN CO.RECOMMENDS THAT PROPERTY ONES BE LOCATED OR SURVEYED PORT PRIOR TO SYSTEM INSTALATION.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY GRAINFIELD AREA RISER RISER BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITHIN 50 FEET DOWN SLOPE OF ANY DRAINFIELD. ONES OR CORNERS THAT ARE INACCURATE. 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY DRAINFIELD AREA 3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM - - - - - - - - - - - - - MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH B.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINFIELDS. - - - - - - - - - - - - - - DEPARTMENT CODE. 4.A PRECONSTRLICTION MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS. INLET FROM - - - - - - - - - - - - - - THE SYSTEM Ir;3Ti1LLATION. 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING GRAINFIELD AREA.IT IS STRONGLY HOUSE _ 5.FINAL SYSTEM NSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL RECOMMENDED THAT THE DRAINFIELD AREA BE CLEARED BY THE INSTALLER. filter is optiona.. iif pump bucket is used SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. 9.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE.RECOMMEND GRAVEL 1.5.MUST BE CLEANED ROCK. 8.A SMACRITCAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN 12,500 SO FT IN SIZE.OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE. THE SMALUCRITICAL 10.SEED AND MULCH THE INSTALLED DRAINFIELO IMMEDIATELY UPON COMPLETION. LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION. 11.DEPENDING ON THE FINAL HOUSE ELEVATIONS.A PUMP MAYBE REQUIRED FOR 7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO GRAINFIELD INSTALLATION BETWEEN MONTHS THE OF THE SEPTIC SYSTEM. OCTOBER AND APRIL FOR WET WEATHER INSTALLATION APPROVAL. 12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC 8.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY SYSTEM MUST BE WATERTIGHT TO THE SURFACE. REQUIRED INSPECTIONS OF THE SYSTEM. PLEASE CONTACT ACME DESIGN CO.AT 360.698.8488 TO SCHEDULE ALL MEETINGS AND INSPECTIONS. 13.ALL WATER UNES MUST SEA MINIMUM OF 10 FEET AWAY FROM THE INSTALLED DRAINFIELO. OUTLET TEE LL/9.LOCATIONS OF EXISTING UTIUTI ES SHOWN ON THE SITE PLAN AREAS ACCURATE AS POSSIBLE. INSTALLER TO NOTATE FINAL WATER UNE LOCATION ON REDLINE AND PROVIDED TO DESIGNER. HOWEVER,THE INSTALLER IS FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF INLET TEE ALL EXISTING UTIUTIES. THE INSTALLER SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO 14.WATERAND SEWAGE TRANSPORT UNE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WITH SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-811. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES. VISIT HTTP:/MMNV.CALL811.COM FOR MORE INFORMATION. 15.DRAINFIELD LATERALS MAY BE NO CLOSER THAN 5'ON CENTER. 10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES AND ROADWAYS. 11.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS. 12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN ACME DESIGN 1ST COMPARTMENT 2ND COMPARTMENT CO.AND THE COUNTY HEALTH DEPARTMENT. 13.PRIOR TO BACKPI_LL ALL SEPTIC COMPONENTS SHALL BE INSPECTED AND APPROVED BY ACME D FEIGN CO BEFORE ANY HEALTH DEPARTMENT INSPECTIONS TAKE PLACE. APPROVAL SHALL NOT REUEVE THE INSTALLER OF THE RESPONSIBILITY TO DATE- 4 MARL H 2026 CORRECT ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEOUENTTESTING AND INSPECTIONS.IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO.AND J BOX P.O. rin C4 THE HEALTH DEPARTMENT FOR ALL REQUIRED INSPECTIONS. r P• 14.IF THE INSTALLER ENCOUNTERS ANV DISCREPANCIES BETWEEN THE DESIGN,CALCULATIONS, NAME- SHIN SILVERDALE, WA.SPECIFICATIONS,AND/OR EXISTING CONDITIONS ENCOUNTERED,THE INSTALLER SHALL IMMEDIATELY `" `"' `-' 5... `" NOTIFY ACME DESIGN CO.AT 360.698.8488. 98383 15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ'D)ARE TO BE DESIGNED BY LICENSED INDIVIDUALS TAX I D- 12206-31-90081 IAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION OF I-PITS ON THIS SEPTIC DESIGN IS FOR ILLUSTRATIVE PURPOSES ONLY.AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION TEL. 360-698-8488 `NOTE* FOR STORMWATER MANAGEMENT FOR THIS PARCEL. STREET- E COVE VIEW DR SEPTIC TANK SETUP IS TYPICAL, 16.THE INSTALLER SHALL NOTIFY THE DESIGNER IMMEDIATELY FOLLOWING INSTALLATION FOR FINAL INSPECTION.THE INSTALLER INF0@ACMESEPTIC.00M AND MAY VARY DEPEN DING INSPECTIONS DUENSIBLE TO IMPROPER TESTIH IINNSTALLATION WILL THE BE CHARGED TO THE INSTALLER.ALLD ACME READT REQUEST FORM A CHHARGES MUST BE PAICE DRAWING TO ThE DESIGNER. PRIOR TOomDNAL ON SITE REQUIREMENTS AND MANUFACTURER REQUESTING ADDITIONAL INSPECTIONS.TEST RESULTS SHALL BE PROVIDED TO DESIGNER