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HomeMy WebLinkAboutSWG2025-00408 - SWG Application / Design - 10/16/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 A BELFAIR:360-275-4467,EXT 400 `h :' Public Health & Human Services ELMA:360-482-5269,EXT 400 ., FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00408 APPLICANT Alex Paysse Phone: 3605071546 Address: 3089 E Mason Benson Rd Grapeview, WA 98546 APPLICANT STEVE NESLUND Phone: Address: 14316 144TH ST E ORTING, WA 98360 OWNER NESLUND RONALD H Phone: Address: 4040 E MASON LAKE DR W GRAPEVIEW, WA 98546 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW, WA 98546 Site Address: 4040 E MASON LAKE DR WEST Primary Parcel Number: 221055100006 Permit Description: Table 10 repair 2bd OscarXO2 Permit Submitted Date: 10/08/2025 Permit Issued Date: 10/16/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/15/2026 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: 1!l\J` I O / ^� 611, OC/ c U) AMOUNT REC=NED: RECENED BY: co Public Health & Human Services t OFa6 0m J N Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ��� ^ 1 — ' / -` �_ ❑ 415 N.6th Street-Shelton,WA 98584 Q/` C"�7]LJ~ - l/JV�-/\`-I U 5 x Z u) 11 ON-SITE SEWAGE SYSTEM APPLICATION g m APPLICANT PHONE r STEVE NESLUND z MAILING ADDRESS-STREET.CITY,STATE,ZIP CODEco 14316 144TH ST E ORTING WA 98360 co SITE ADDRESS-STREET,CITY,ZIP CODE �}� G RAP EV I EW WA 98546 � "' 4040 E MASON LAKE DRIVE CC NAME OF DESIGNER (",�` \n v \ PHONE I N ALEX PAYSSE t� �. %11-p`l5 360-507-1546 NAME OF INSTALLER PHONE TBD 1'. / IO PERMIT TYPE(select one) t� DRINKING WATER SOURCE Q RESIDENTIAL OSS COMMUNITY OS '.-*i RCIAL OSS b PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z ICP a PUBLIC WATER SYSTEM "'DRAWS FROM LAKE TYPE OF WORK(select one) nn I h NEW CONSTRUCTION/UPGRADES In VI REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) TABLE X REPAIR (Jl ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coSUBMITTALS r ffir DESIGN FORM(REQUIRED) V SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? 0 YES 0 NO n 7�WAIVER(S)(IF APPLICABLE) 2 0.43X I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) N. HWY 3, LEFT ON MASON LK RD. CONTINUE TO MASON LAKE. LEFT ON MASON I O LK DR. WEST. CONTINUE AROUND LAKE TO SITE ADDRESS ON RIGHT. o I O —I HAND DUG HOLES DUE TO EXISTING SHED/LANDSCAPING. I O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I a) OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS/CONDITIONS INSPECTOR SOIL LOGS -A'WV" 0 -;Dr3 0 ans oil YD/6(t - -) ... . -'r Z4_ Im-6/ /-\ '\---\\-' "2/- b -2)-1 ,[AS RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 1 it I t iktowypi loll 6 IZS"-- THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 r 'DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 0 5 — 5 1 — 0 0 0 0 6 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. '1 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"X 17" PARCEL IDENTIFICATION 0gar Designer's Name: ALEX PAYSSE Permit Number: SWG �t�6 — V STEVE NESLUND Designer's Phone Number: 360-507-1546 Applicant's Name: 3089 E MASON BENSON RD Mailing Address: 14316 144TH ST E Designer's Address: ORTING WA 98360 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepticdesign.com DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU OSCAR X02 ❑Other Treatment Level(check all that apply): O A O B BC 0 BL1 0 BL2 O BL3 r+l E fl N Drainfield Type ❑ Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class NA Daily Flow: Operating Capacity 180 gpd Length NA ft Daily Flow: Design Flow 240 gpd Diameter NA in Septic Tank Capacity(working) 1200 gal Number 4 0S50 COILS Receiving Soil Type(1-6) 3 Separation NA ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 200 EMITTERS Designed Primary Area r ft2 Diameter 0.42 GPH in Designed Reserve Area no fz i 300 ft2 Spacing 6 in 'iVTrench/Bed Width Soh 12 ft Manifold Trench/Bed Length 25 ft Schedule/Class SCH.40 Elevation Measurements Length NA ft Original Drainfield Area Slope 5 % Diameter 1 in New Slope,If Altered 5 % Preferred manifold configuration used? ❑Yes 0 No Depth of Excavation Up-slope NA in Transport Pipe from Original Grade Down-slope NA in Schedule/Class SCH.40 Designed Vertical Separation 18+ in Length <30 ft Gravel-based Drainfield Required? 0 Yes IiS No Diameter 1 in Pump Required? 66Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day PER MNF. Diff. in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity PER MNF. gal Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1200 gal Pump controls:Please check those required. Uppermost Orifice l�Higher 0 Lower than PumpShutoff Elapse Meter 67� Event Counter Capacity @ Total Pressure Head PER MNF. gpm Timer p Calculated Total Pressure Head PER MNF. If Timer: nsZn PER MNF. ,Pump off PER MNF. Comments APPR¼J\JD OCT 16 2025 t'AcrA (',C!1NTY:', iR,TO4!=Y'AL HEALTH R F T Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 0 5 — 5 1 -- 0 0 0 0 6 Permit Number: SWG apa5- O (40? DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations E Drainfield orientation and layout Reference depth from original grade: El Soil logs El Trench/bed dimensions and It Septic tank El Property lines critical distances within layout E Drainfield cover El Existing and proposed wells El D-Box/Valve box locations Reference depth from original grade within 100 ft of property El Septic tank/pump chamber and restrictive strata: g Measurements to cuts,banks, and locations 6l Laterals,trench/bed,top and surface water and critical areas l Observation port location bottom El Location and orientation of 6d Clean-out location 0 Curtain drain collector curtain drain and all absorption El Manifold placement 0 Sand augmentation components 6l Orifice placement Other cross-section detail: 0 Location and dimension of g Lateral placement with distance lig Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 0 Buildings El Audible/visual alarm referenced Yes No El Direction of slope indicator m Scale of drawing shown on scale d 0 Design staked out l Waterlines bar 0 [l Recorded Notices attached El Roads,easements,driveways, El Elevation benchmark and relative 0 Gl Waiver(s)attached parking elevations of system components El ❑ Pump curve attached C,if ❑ Evaluation of failure B1 North arrow and scale drawing shown on scale bar Non-residential justification ❑ ll Waste strength ❑ El Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation El Yes 0 No /6 10/8/25 Signe9.76 r of De • er 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: (Z..irArrveVin l 'itcirt.-C Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped"Approved"by Mason County Public Health.V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: `,P(iclr,�-Q. V 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. Revised:4/14/2025 I \\ ---- �/ 1 //- , SEASONAL / '\ 1 �// 1\ N• DRAINAGE 1 I \ /� 1 1-I / PSO \\ EXISTING PROJECT SUMMARY: I 1 \ I WELL PUMP OUT & REMOVE s EXISTING TANKS. \ CAP/REMOVE EXISTING I // 1 0 DRAINFIELD PIPING, 1 s I ' 1 BACKFILL W/ C-33 ON ANY 1 1 ; % PRO`/C D OVERLAPPING SECTION. 's, �^ �/ C REMOVE SHED/TREES, 1\ UCT 6 2025 INSTALL NEW TANKS & MASON COUNT�EhyJRON,MENtAI DRAINFIELD. 1 1 1 \ ALTH 1 � \ 1 \ ET >mo\ o EXISTING CULVERT - \\ EXISTING FOR SEASONAL DRAINAGE DRAINFIELD / / 1 1 `� (PER RECORDS) z �, i 1 / \--- ......\ % . -.- , // 11 ` \' // 1 `\ III PROPOSED 1 X02 DRAINFIELD / 1\\ EXISTING & 1 � 1 (REMOVE SHED/TREES) \\ PROPOSED fla X02 TANKS cliii0 EXISTING \ ,, WELL \ 1 1\ 1 1 \\ EXISTING 1 I S, \ NO \\ o HOME 1+ EXITTING \ (2-BED) 'A WELL WE , \\ 1 = 1 11 1 ALEX LOUIS PA7EA SS 1 <� '� '� N 1 .•.1,,-1 3 \--- OHWM (MASON LAKE) • 1 CUSTOMER:STEVE NESLUND TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ � 0-18 GMS 0-18 GMS NA / n I PARCEL:22105-51-00006 TH@ 18 TH@ 18 �/ k.} ALPINE SEPTIC SITE:4040 MASON LAKE DR.W. ROOTS-18 ROOTS- 18 -DESIGN- J ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN SCALE: 1"=40' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3099 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT GRAPEVIEWWA 98546 I l o 5 I I2 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. 360-507-1546 o i II I REMOVE SHED/FENCE & EXISTING DF / SECTIONS THAT OVERLAP, CAP ANY `N 1 / REMAINING PIPING TO AVOID SHORT EXISTING STORM EXISTING CIRCUITING.REPA FORE33 INSTALL.00 BACKFILL AND DRAIN/HARDPIPE DRAINFIELD P\1 (PER RECORDS) PUSH X02 AGAINST HILLSIDE TO MINIMIZE V" \// LOSS OF PARKING (AS SHOWN). 1 \N / PROPOSED \�� DRAINFIELD NN \ : OSCAR X02 INO � ,0,(12' �I o 1 ,. \x INSTALL X02 PER MFR. 1 / \\ INSTRUCTIONS OPTIONAL WALL/BARRIER \ Gii)\ N (TO AVOID VEHICULAR TRAFFIC. \\ Ai46 UT1 ADD-ON /MATCH EXISTING) \�"1� 1 'I PUMP OUT &REMOVE EXISTING TANK. Ill �,� A 1 INSTALL NEW X02 TANKS , 01 G D SLOPE 1 OAV)• l\ 0 i• 1 1 / 1• 1 \ g ...------------u 0 -P.1 -2 ©lin p ill 1 }�� 1 I V ; \ 1 ' 1 i'II ,•.}!I EXISTING `„ •• QVE • ;N • I HOME `; 1 11 •; e•• .;?a I (2-BED) ICI" 16 2025 .,r =. tot � �j,,,.. MASON CO ` ?�k'�'r1 cC44E�?qi HE i TI c,-‘ .,-...3 ALES LOU Q .„,„ PAPSSE v} AO=AUDIONISUAL ALARM I 1 1N s A, II ©= CLEANOUT(IF NONE EXISTS) I 1 CUSTOMER: STEVE NESLUND TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ 0-18 GMS 0-18 GMS NA ! PARCEL: 22105-51-00006 TH@ 18 TH@ 18 l A L P I N E SEPTIC SITE:4040 MASON LAKE DR.W. ROOTS-18 ROOTS- 18 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL SCALE: 1"=10' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360-507.1546 I p lc I, 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. **DRAWINGS PROVIDED BY MANUFACTURER. FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS. X02 Tanks amimmiimmmilmommiTrimw- 213 i Li ] / ■1 V lima. = .evz :=2::14 IL-,-,,J D n_.,...0 .I an.Ir,. 1000 Gallon 1000 Gallon Pre-cast Concrete Septic Tank Single Compartment Discharge Tank 10111101 213 1/3 IN Z' • A )IW. 4 1 A--" .r 1 ,F.U,E.F� 1218 u :� CI1CSS SECTION LOWRIDGE ONSITE TECHNOLOGIES DRAWING ID:X02 Tanks SCALE:NTS DATE:01.05.2023 DRAWN BY: CAW CK BY: DAVE LOWE i�,I1 (241) '`` 14 ''O1'�.• 1 t WN.vIOUEtt�nLacn`l'}� "1 / Gj•;4 , v.4\1 1. "iy:.: 417A' t...14..„.. 2) "�^" A 1111 �taoen +f T ALEX LOUTS PAV!SE a. y.+3 NOELS E-r♦PII 00 APPROVED 1.�. i_ f �_-_>. T1 I1 10 r Feel. r r r r u w % OCT 16 2025 """' ;t YENTA' 4Al .... leaPvt. . s etillealhos , ' ' .�— •• rWr V! Wfa 115 I ION 153 23 RFT CUSTOMER: STEVE NESLUND TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 /N\ � ` 0-18 GMS 0-18 GMS NA I PARCEL: 22105-51-00006 TH@ 18 TH@ 18 ALPINE SEPTIC SITE:4040 MASON LAKE DR.W. ROOTS-18 ROOTS- 18 —DESIGN— ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL(2) SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COU SEPTIC NTY PROVIDED PLATS OR 3089 E MASON BEN SON RD SURVEYS.PROPOSEDFIELD DEVELOPMENT MAYTS AND COUNTY BE SUBJECT TO OTTHER DEPARTMENT/AGEN. DESIGN INTENDED CY REVIEW. DESIGNER NOTONLY. GOT RAPEY-EW WA 98546 12 RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. 360-507-1546 In los �i General Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids, transport line, drainfield, and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2.This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department prior to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5.The property owner and installer are responsible for locating all underground utilities(ex.water,gas,electric) prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6. All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers(ex.ATU,Glendons,) may have other requirements not listed within this design. 7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed) and must be permitted through Labor and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements. 8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain 10ft to waterlines with all septic components& lines, unless approval within design/permit provides a reduced setback. Additional sleeving&install details may apply on reduced setbacks granted. 10.This design may include waiver applications with specific mitigation measures pertaining to installation, operation and maintenance of the proposed components. 11.Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain, foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas. 12.This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. 13.All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval. 14. System owner should be cautious of landscaping around septic components. Root intrusion can cause premature failure of the drainfield area. In addition, bushes and trees should be kept away from lids and other septic maintenance points. 15. Changes made at time of installation may impact designer calculations, pump sizing,and compliance w/county and state requirements. Contact designer prior to install w/any proposed variations from design. iv,�1 Changes may result in additional fees and permitting. [� ® A ROVED • CUSTOMER:STEVE NESLUND OCT 16 2025 � •' { �� PARCEL: 2 2 1 0 5 - 5 1 - 0 0 0 0 6 MASON COUNTY ENVIRONMENTAL H # � • ALPINE SEPTIC SITE:4040 MASON LAKE DR.W. r"' "0°a DESIaN— RET -^ ALFXLOV6PAYS-'SE ALEx L PAvssE,DESIGNER SHEET: NOTES SCALE: NA • 1 3089E MASON BENSON RD I ,,y,..S GRA 360-507•154468546 10 105 l I 12 AAA Septic LLC 360-427-61 f 0 PO Box 1460 Shelton, WA 98584 PROPERTY INFORMATION Location:4040 MASON LAKE DRIVE WEST Grapeview Tax ID:221055100006 Mail To. RONALD H NESLUND 4040 E MASON LAKE DR W Use: GRAPEVIEW,WA GENERAL SYSTEM TYPE:Conventional (Non-Pressurized) 98546 J ON ID: 221055100006 County Area:Case Inlet , Fold Fold ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT „ere f iere Inspected:09/11/2025 - Inspection Type:PROPERTY SALE - Correction Status:No corrections made Work Performed By: Submitted 09/12/2025 by: Company: AAA Septic LLC Dean Rynearson Alisha Wulf COMMENTS& GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. 1Idrainfield does not take water `GENERAL SITE&SYSTEM CONDITIONS Fully Inspected The General Site and System Conditions were: YES Components accessible for service: —— YES All required service performed(if no-specify omitted inspection items in notes): NO ES Surfacing effluent from any component(including mound seepage): YES Components appear to be watertight-no visual leaks: NO ES Improper encroachment(structures/impervious surfaces) YES All riser lids securely fastened upon departure: NO ES Electrical repairs needed. If YES describe in comments: NO-Deficient Inspected components appear to be in good physical condition: NO Root intrusion on any components. If YES describe in comments: NO Settling problems observed. If YES describe in comments: NO The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. ONSITE SEWAGE SYSTEM INSPECTION DETAIL t.istribution:D-Box Inspected This component was: Fully I YES D-Box in good condition: YES D-Box outlets set to allow e.ual effluent distribution: TANK:Septic Tank-2 Compartment Fury inspected This component was: YES Effluent level within operational limits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required): p Compartment 1 Scum accumulation(Inches,if other specify): 2 Compartment 1 Sludge accumulation(Inches,if other specify): 0 Compartment 2 Scum accumulation(Inches,if other specify):Compartment 2 Sludge accumulation(Inches,if other specify): 0 0 Pum.in.recommended: NO i rain field(disposal):Gravity Fully Inspected This component was: INOnspected Deficient Component appears to be functioning as intended: NO Pending present?If YES explain in comments: NO Drainfield was vacuumed,flushed or hydro-jetted?(If YES,explain in comments) This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance_ ReportiD: 1445363 View inspection reports online at www.onlinerme.com Page 1 of 1