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Home My WebLink AboutSWG2023-00211 - SWG Application / Design - 5/30/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 .= SHELTON:360-427-9670,EXT 400 '1�••• 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: SWG2023-00211 APPLICANT WHITE DAVID A & PAMELA SUE Phone: Address: P 0 BOX 315 GRAPEVIEW, WA 98546 OWNER WHITE DAVID A & PAMELA SUE Phone: Address: P 0 BOX 315 GRAPEVIEW, WA 98546 SEPTIC DESIGNER Connor Pelzel-Septic designer Phone: Address: PO BOX 731069 PUYALLUP, WA 98373 SEPTIC INSTALLER SEAN PHILLIPS-Advanced Sewer Phone: 253-259-6957 Solutions Address: 21314 164TH AVE E GRAHAM, WA 98338 Site Address: 183 E STRETCH ISLAND RD NORTH Primary Parcel Number: 121081200200 Permit Description: Repair 3bd OscarXO2 Permit Submitted Date: 05/30/2023 Permit Issued Date: 06/05/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/01/2024 (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 Drainfield 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: 3 O I � C MASON COUNTY COMMUNITY SERVICES AMOV TRECENED: RKENED fiY: cn W m -� � g c Public Health(Community Health/EnvironmentalHealth) C N 360-427.6670,err.403 or 360.275 4467,err.400 ill 0 �^ /� /'' ^� 415 N.6tA Street Sftelton,WA 965a. S W G 0.0�.3 — (0 0 2-1\ Z X di ON-SITE SEWAGE SYSTEM APPLICATION 315— rn m • ) APPLICANT PHONE DAVID WHITE iic,r(cmg7'mHi360-801-6921 Akk 11e-� wfik- C - c.., c MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE II c PO BOX 315 MAY 3 0 202Q, L GRAPEVIEW WA 98546 co SITE ADDRESS-STREET.CITY.ZIP CODE 183 E STRETCH ISLAND 146:N- GRAPEVIEW WA 98546 NAME OF DESIGNER PHONE ( N CONNOR PELZEL 253-313-8195 0 NAME OF INSTALLER PHONE ADVANCED SEWER SOLUTIONS 253-259-6957 _Z PERMIT TYPE(select one) DRINKING WATER SOURCE RMq{{ - I O 071 RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL I-I PRIVATE TWO-PARTY WELL Z I CO TYPE OF WORK(select one) 2 PUBLIC WATER SYSTEM I p bi NEW CONSTRUCTION/UPGRADES DaIREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ElTABLE IX REPAIR I --a SUBMITTALSMIp SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE FA t]7IDESIGN FORM(REQUIRED) !J SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 1 I N �WAIVER(S)(IF APPLICABLE) I 3 68,824.8 0 ' DIRECTIONS TO SITE AND SITE CONDITIONS (ex.locked gate) ENTER ONTO STRETCH ISLAND AND CONTINUE STRAIGHT UNTIL 4-WAY STOP. I o TURN LEFT ONTO E STRETCH ISLAND RD N. CONTINUE STRAIGHT TO GRAVEL r I N 4-WAY, TURN LEFT. RESIDENCE WILL BE ON RIGHT. o Ic SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CD OFFICUr, ,,Sr.ONO. t,t.::,:' IrI:,I.Ir:L UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS \ ; O�l� L I +- fvt-a 'C z - 0 —1 - L , MCA- 1- b-tk) UPS k 4--covy\pct- 0 -'( S— —/ . — c, r-efr— RECORD DRAVv1NG AND INSTALLATION REPORT SOIL CODES: 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 ikilAMA. CP i 1'2:3 I1.!'? 1 6 (s72 -3 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: 1 2 1 0 8 -- 1 2 -- 0 0 2 0 0 A design will be reviewed when 3 copies,of each of the following are submitted: 0 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. o 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 Permit Number: SWG O,a - 00 2 \ Designer's Name: CONNOR PELZEL Applicant's Name: DAVID WHITE p �, 253-313-8195 PO BOX 315 L ' ' PO BOX 731069 Mailing Address: D r • .� s: GRAPEVIEW, WA 98546 MAY 3 0 2023 c, PUYALLUP WA 98373 City State Zip City State Zip DESIGN I >jtAMETERS Treat LmD3eTnt YSevice ❑Glendon Biofilter 0 Sand Filter SI Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model OSCAR X02 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class OSCAR X02 MOUND Daily Flow:Operating Capacity 270 gpd Length ft Daily Flow:Design Flow 360 gpd Diameter in Septic Tank Capacity 1250 gal Number Receiving Soil Type(1-6) TYPE 4 Separation ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Square Footage 600 ft2 Total Number of Orifices NETAPHIM DRIP Designed Square Footage 600 ft2 Diameter 1/2"NETAPHIM-EMITTERS in Percent Reduction Taken N/A % Spacing 6" in Trench/Bed Width 15 ft Manifold Trench/Bed Length 40 ft Schedule/Class SCH 40 PVC Elevation Measurements Length N/A ft Original Drainfield Area Slope 20 % Diameter 1" in New Slope,If Altered N/A % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope + 6" SAND in Transport Pipe from Original Grade Down slope + 18" SAND in Schedule/Class SCH 40 PVC Designed Vertical Separation 12+" in Length 90' ft Gravelless Chambers Required? 0 Yes El No 0 Optional Diameter 1" in Pump Required? ®Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 360 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1 gal Orifice 12.25 ft Chamber Capacity 1250 gal Uppermost Orifice 0 Higher 181 Lower than Pump Shutoff Pump controls:Please check those required. Capacity a%Total Pressure Head 6.2 gpm ISTimer ®Elapse Meter ®Event Counter Calculated Total Pressure Head 7.06 ft If Timer: Pump on 22 SEC ,Pump off 3:38 OFF Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 8 -- 1 2 -- 0 0 2 0 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ® Test hole locations ® Drainfield orientation and layout Reference depth from original grade: ® Soil logs ® Trench/bed dimensions and ® Septic tank ® Property lines critical distances within layout ® Drainfield cover ® Existingand proposed wells ® D-BoxNalve box locations Reference depth from original grade within 100 ft of property ® Septic tank/pump chamber and restrictive strata: ® Measurements to cuts,banks,and locations ® Laterals,trench/bed,top and surface water and critical areas ® Observation port location bottom ® Location and orientation of ® Clean-out location 0 Curtain drain collector curtain drain and all absorption ® Manifold placement 0 Sand augmentation components ® Orifice placement Other cross-section detail: ® Location and dimension of 2 Lateral placement with distance ® Observation ports/clean-outs primary system and reserve area to edge of bed ® Buildings Other Information ® Audible/visual alarm referenced Yes No ® Direction of slope indicator ® Scale of drawing shown on scale 0 El Design staked out ® Waterlines bar 0 ® Recorded Notices attached ® Roads,easements,driveways, 0 ® Waiver(s)attached parking 0 ® Pump curve attached ® North arrow and scale drawing ® 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ® Waste strength ❑ ® Flow DESIGN APPROVAL The undersigned designer must be noti by installer t ti e of installation 0 Yes 0 No 05-24-2023 Signature of D igner 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: VA'NoIc4n c ( i Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. �'� ��L� ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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: 12/12/2014 f 265'E STRETCH ISLAND M NORTH Nr Search by Parcel or Addres Q Ito ..,::1087590014 ,111 • 121087590E i< kg 4a 12 08710011 Parcel Number:121081200200 Parcel Number: 121081200200 Legal Description: E STRETCH ISLAND RD NORTH TRACT 20 OF GOVT LOT 8&INT IN TR 16 GI 8(SEE 12108 12 00160 FOR COMM BEACH) Size in Acres: 1.58 View Scanned Property Records Check if permits are available Information may be outdated,please visit laxsifter for up to date information. Owner: WHITE,DAVID A&PAMELA SUE PO BOX 315 EW 1 RD GRAPEVIEW WA 98546 Range:1W Towns Ex)E STRETCH ISLAND RD NORTH Zoom top 21N • • a 20017 �.:. - ' {4 i F3 E STRETCH ISLAND 'J� NORTH APPROVED JUN 0 c 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET 60ft 1 MASON COUNTY It luTtniumv JwASHINGTON I/ TAXSIFTER IMPLE SEARCH SALES SEARCH REETSIFTER COUNTY HOME PAGE CONTACT DISCLAIMER PAYMENT CART(! Patti McLean Mason County Assessor 411 N 5TH ST Shelton, WA 98584 Assessor Treasurer Appraisal MapSifter Parcel Parcel#: 12108-12-00200 Owner Name: WHITE, DAVID A & PAMELA SUE DOR Code: 11 - Residential - Single Family Addressl: P 0 BOX 315 Situs: 183 E STRETCH ISLAND RD N, GRAPEVIEW Address2: :� P R O /E �y 98546 \/ u Map Number: City, State: GRAPEVIEW WA JUN 05 2023 Status: Zip: 98546 ,AAsoN cro l';N EN'iIRONMEytAI HEALTH Description: TRACT 20 OF GOUT LOT 8 & INT IN TR 16 GL 8 (SEE 12108 12 00160 FOR COMM BEACH) Der Comment: r�C 2023 Market Value 2023 Taxable Value 2023 Assessment Date Land: $97,010 Land: $97,010 District: 0080 -Tax District 0080 Improvements: $373,010 Improvements: $373,010 Current Use/DFL: No Permanent Crop: $0 Permanent Crop: $0 Total $470,020 Total $470,020 Total Acres: 1.58000 Ownership Owner's Name Ownership % Owner Type WHITE, DAVID A & PAMELA SUE 100% Title Owner Sales History Sale Date ;Sales Document '# Parcels Excise # ;Grantor Grantee 05/15/20 2130773 1 20-44330 WHITE, DAVID A & DIANE EST WHITE, DAVID A $0 05/15/20 2130774 1 20-44331 WHITE, DAVID A WHITE, DAVID A & PAMELA SUE $0 01/03/12 1983525 1 WHITE, DAVID A & DIANE EST $0 10/26/87 473692 1 198710040 3 ELIZABETH C. GHARRET DAVID A. & DIANE WHITE $80,000 05/26/87 467445 1 198798642 ELIZABETH C GHARRETT PR ELIZABETH C GHARRETT $0 Building Permits Permit No. net c Description . 14-34 1/21/2014 DUCTLESS HP @ 100% $3,000.00 Historical Valuation Info Year Billed Owner ;PermCrop Value Total 'Exempt Taxable 2023 WHITE, DAVID A & PAMELA SUE $97,010 $373,010 $0 $470,020 $0 $470,020 2022 WHITE, DAVID A & PAMELA SUE $64,950 $379,635 $0 $444,585 $0 $444,585 2021 WHITE, DAVID A & PAMELA SUE $49,960 $339,645 $0 $389,605 $0 $389,605 )nln 1AI-1TTF fA1/Tn A R. DAMP A CI IF cei fl' c')OA Ran to 4 Q e7R an Q"2zR a7c MASON COUNTY • GENERAL SERVICES DEPARTMENT ,P.O.BOX 186 • 428 WEST CEDAR • SHELTON,WA 98584 PHONE(208)427-9670 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM 275-- (..!7)D OWNER 06tA '•6'.. ` g yz ADDRESS 6" 4473 214 A iu , THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. r A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER CITY J ZIP /Dl• ?en-4/4 PROPER MAINTENANCE AND CAREFUL USE OF LEGAL D i ESCR ION �- 7 WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- 1 2 111 A - I.2 -DO.2DO _. tl4e,1/2O'.OY VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SOIL BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH COMMENTSty.{ AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE FIELD ., LARGE AMOUNTS OF WATER FROM LEAKY FAUCETS OR NO. 30 C3 see -- FAULTY FIXTURES. DEPTH TO , MONTH A 7 Z , THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY WATER TABLE OF YEAR TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE INSTALLER - 1 �'`�� FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND ice... ��,�" J THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SIZE .1 ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS DRAINFIELD /23 FEET CARRYING OVER INTO THE DRAINFIELD. CALL THE LENGTH MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF TRENCH AREA 3( '1 SQ. FT. LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE i CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE '' ❑ CORRUGATED L�-RIG� ❑ CEMENT RECORD WHEN HE COMES. R DEPTH DEPTH HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE CU.00K 1 1 BELOW / i/ TOTAL YDS. , PIPE (/ DEPTH DRIVEN OVER THE TANK OR DRAINFIELD. CONSULT THIS SPACE RESERVED FOR RECORD IN CASE OF ANY BUILDINGS, DRIVEWAYS, REPLACEMENT DISTRIBUTION FIELD: 100 70 SQ. FT. SWIMMING POOLS, OR EXTENSIVE GRADING OR FILLING ARE LATER CONTEMPLATED. 4 NORTH SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE V' DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. '4 r�r l.� �'. THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE e ' S . SUCH THAT SURFACE WATER IS NOT POCKETED ON THE `,J DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE MI 4 :;[ TRENCHES SHOULD BE FILLED IN WITH SOIL. DO NOT EX! CESSIVELY WATER THE LAWN IN THE DRAINFIELD ARE• i - WATER EVAPORATION FROM THE DRAINFIELD IS A:• . •�'C~ I .I i'JICE EQUAL TO ONE HALF INCH OF RAIN PER DAY. y FOOTING DRAINAGE, DOWNSPOUTS AND W• R SOFTENER RECHARGE WATER SHOULD NOT BE •N- NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE 'f DRAINFIELD AREA. s• THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE ri ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD It 4, YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE- JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK `)c HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE i" HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY q CHANGING THE CHARACTERISTICS OF THE SOIL. THE �� NORMAL USE OF BOWL CLEANERS OR CLEANING COM- POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW SOUTH DOWN THE OPERATION OF THE SEPTIC TANK. /�/f� j/ 44irdil SIO RE OF INSTALLER PrintedT Unty D �r ) I K�WI"H DEED T ✓/' /9 \ t f fint�! fi kNrot&unly DMS DATE tt SIGNATURE OP INSPECTOR . MASON COUNTY GENERAL SERVICES DEPARTMENT 17 y (.) P.O. BOX 186•303 NORTH 4th STREET•SHELTON,WA 98584 PHONE(208)428-5561 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER DA ado wN r/TG ADDRESS ,i5' 2/d- -/?A4 PE a w j,t4 THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. CITY ZIP 9c f y‘ A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER WITH PROPER MAINTENANCE AND CAREFUL USE OF LEGAL DESCRIPTION WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- BRAdT 19 1 Ci !�T F, R I - ?'wA, Z/; ,re-c S VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SOIL BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH COMMENTS L c., H y ik A-A AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE 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 /2 / 1-9/ l TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE INSTALLER / FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND t+ a e tiPE R D SIZE S uecrw+% THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SEPTIC TANK (S) Re- I7A/R r L. 0 DA/L /C.t1 ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS LENGTH 3 2 ' 90 CARRYING OVER INTO THE DRAINFIELD. CALL THE TRENCH AREA SQ. FT. MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF -3; z 20 i LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE ❑ CORRUGATED Cry-RIGID ❑ CEMENT DEPTH / RECORD WHEN HE COMES.0. ROCK DEPTH 2 TOTAL HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE CU. YDS. !t-•- // BELOW----' G DEPTH 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 f NORTH ARE LATER CONTEMPLATED. SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE Ho Mc I DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. Ir— THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE i SUCH THAT SURFACE WATER IS NOT POCKETED ON THE DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE ' v TRENCHES SHOULD BE FILLED IN WITH SOIL. DO NOT EX- 0 CESSIVELY WATER THE LAWN IN THE DRAINFIELD AREA. WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT / EQUAL TO ONE HALF INCH OF RAIN PER DAY. i p FOOTING DRAINAGE, DOWNSPOUTS AND WATER Z�, Al Fir,.o 1 i a r SOFTENER RECHARGE WATER SHOULD NOT BE CON- rl NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE3 2-DRAINFIELD AREA.THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE- JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY CHANGING THE CHARACTERISTICS OF THE SOIL. THE NORMAL USE OF BOWL CLEANERS OR CLEANING COM- SOUTH 4 POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW - — DOWN THE OPERATION OF THE SEPTIC TANK. P ri nted TEsTAA1MaSiolacCou nty 34) si c--4,, 9,..1.4_, SIG T OF ALLER n ttKEeftER WITH*ROAM 91-WpR M S /1-- -- 3,-Fr,? ,10(,+, . ESSENTIAL PAPERS. DATE SIGMA OF INSPECTOR HEMLEY'S SEPTIC TANK CLEANING, INC 9303 Bujacich Road Nw 253-851-3432 Gig Harbor, WA 98332 Fax:253-851-2749 PROPERTY INFORMATION Location:183 E STRETCH ISLAND RD NORTH Grapeview Tax ID. 121081200200 Mai To DAVID A&PAMELA SUE WHITE P O BOX 315 Use: GRAPEVIEW,WA 98546 GENERAL SYSTEM TYPE:Conventional (Non-Pressurized) ON ID: 121081200200 County Area: Case Inlet r°'° '- ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT Fort Here Here Inspected:04/28/2023 - Inspection Type:ROUTINE - Correction Status:No corrections made Company. Work Performed By. Submitted 05r04/2023 by: HEMLEY'S SEPTIC TANK CLEANING, INC Derek Malast Julia Christman COMMENTS& GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. Exploratory into laterals.Dug into laterals found beds completely root bound.Pipe is also solid full of roots. System will no longer take water.Advised owner to contact designer. GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Not Inspected Components accessible for service: All required service performed(If no-specify omitted inspection items In notes): _ Surfacing effluent from any component(including mound seepage): Components appear to be watertight-no visual leaks: Improper encroachment(structures/impervious surfaces) All riser lids securely fastened upon departure: Electrical repairs needed. If YES describe in comments: Inspected components appear to be in good physical condition: Root intrusion on any components. If YES describe in comments: Settling problems observed. If YES describe in comments: The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. ONSITE SEWAGE SYSTEM INSPECTION DETAIL •istribution:0-Box This component was: Not Inspected D-Box in good condition: D-Box outlets set to allow e•ual effluent distribution: TANK:Septic Tank•2 Compartment This component was: Notes Effluent level within operational limits(if NO explain in comments): All required baffles in place!N/A=No baffles required): Compartment 1 Scum accumulation(Inches,if other specify): Compartment 1 Sludge accumulation(Inches,if other specify): Compartment 2 Scum accumulation(Inches,if other specify): Compartment 2 Sludge accumulation(Inches,if other specify): Pum•in•recommended: Irainfield(disposal):Gravity This component was: Fully Inspected Component appears to be functioning as intended: NO Detir ent Ponding present?If YES explain in comments: NO Drainfield was vacuumed,flushed or hydro-jetted?(If YES,explain in comments) YES This report indicates tenet,cheractenshc5 of the on site sewage system at the time of visit In no way is this report a guarantee of operation or future performance. ReportlD: 1179479 View inspection reports online at www.onlinerme.com Page 1 of 1 Ili' A/Jason LOUf1L�l VVH 171J !vidson county noniepaye I 1 Tr l �'�- 265 E STRETCH ISLAND RD NORTH J .ii I I Search by Parcel or Addres Q 111 121087690020 ----- --'----__ 121087590014 1 E WLKES RD `�`� 121087590013 ~ • 121067590012 —__. ---, -------\ ''''N\ ---\... 12108 75 90011 \ . i -------_,\ /12108 1200000 Parcel Number:121081200200 Parcel Number: 121081200200 Legal Description: 183 E STRETCH ISLAND RD NORTH TRACT 20 OF GOVT LOT 8&INT IN TR 16 GI • • 8(SEE 12108 12 00160 FOR COMM BEACH) 108120 130 Size in Acres: 1.58 View Scanned Property Records Q 12 108 12 0020ti Check if permits are available 9 10 1200/130 Information may be outdated,please visit 3� Taxsifter for up to date information. 4.• Owner: WHITE,DAVID A&PAMELA SUE PO BOX 315 E W ES RD GRAPEVIEW WA 98546 • Range: 1 W / 181E STRETCH ISLAND RD NORTH Township:21N • Zoom to 121081200170 APPROVED JUN 0 g 2023 1; MASON COUNTY ENVIRONMENTAL HEALTH RET 113 E STRETCH ISLAND RD NORTH 121081200180 • 6'Oft ._ I - -- — -- -- --�•) SUPPLY LINE -... 16 'L/•V�'j� V• F 1 If 1 1 c. ■ > ^ N o --!! 2 m * :T.7,/ J IV E 11. 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