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HomeMy WebLinkAboutSWG2016-00249 - SWG Application / Design - 8/16/2016 (3) OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: U ^ \.1.0 — N ONSITE SEWAGE SYSTEM APPLICATION AUODNTRECE i I RECEIVED o m PO Box 1666,41 S N 6th Street,(Bldg 8) Shelton WA,98584 1 CO Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S W G DO \ (0 - `- O Z N - zz y APPLICANT I PHONE n ' JODY & BEN FLANIG Ill — "' rn r MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE z ^, 2522 N LAFAYETTE - BREMERTON WA 98312 - ` SITE ADORESS-STREET,CITY,ZIP CODE A 1071 NE COLLINS LAKE DRIVE - TAHUYA NAME OF DESIGNER PHONE I �J ROBERT H. PAYSSE 360-426-1803 PHONE I , NAME OF INSTALLER O R I n CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE ❑ NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL N I r Q� REPLACEMENT SYSTEM El INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL 0 Z I �" ❑ TABLE 9 REPAIR E SINGLE FAMILY Ea'COMMUNITY/PUBLIC WATER SYSTEM� /� ❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: COLLINS LAKE I I V UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE ❑ EXISTING FAILURE "++Koni Drawing required THREE 0.32 r- I CO for all rrtshllallorts" r 0 I DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) FROM BELFAIR: HEAD DOWN NORTH SHORE AND TURN RIGHT ON BELFAIR TAHLA'RD. FOLLOW TO A RIGHT ON COLLINS LAKE DRIVE. STAY RIGHT AT TEE AND FOLLOW AFOUND 1 BACKSIDE OF LAKE TO ADDRESS 1071 ON WATER SIDE OF ROAD. o I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(!or reporting purposes) Q VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE 0 COMPLAINT ❑OTHER: _ COMMENTS I CONDITIONS INSPECTOR SOIL LOGS D- 3-F" L. S -J AUG'Et 1 •6 2016 I BY:__-e SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SLT C=CLAY E=EXTREMELY R=ROOTS INSPE IGNATUR DATE APPLICATION EXPIRATION DATE APPLICAj��JCCG!!MAPPROVE DATE (...._. 44,6 F/22 a P/2z_ i y 9113` g THIS FORM Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON Tit MASON COUNTY WEBSfTE REVISED 31212Q15 Printed From Mason County M�p"Y� Printed from Mason County DMS 1 DESIGN FORM—PAGE ONE Assessor's Parcel Number:Z c 3 3 f -- 5`t5 -- QOO_ 1 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 V Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form m be canned and avallabls for . , is view on the Mason Cou Web site.Maximum.•.•r size: 11"X I7" Permit Number: SWG / -0 c3,2.p, Designer's Name: ROBERT H.PAYSSE Applicant's Name: JODY FLANIG Designer's Phone Number: 360-426-1803 Mailing Address: 2522 N LAFAYETTE Designer's Address: 3083 E MASON BENSON RD BREMERTON, WA 98312 GRAPEVIEW,WA 98546 Ci State Zi. Ci State Zi. Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: 'Aerobic Unit Make/Model NUWATER/BNR-51X1 Disinfection Unit Make/Model Other: Drainfield Type U Gravity 'Pressure 6lTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms THREE Schedule/Class SCH.40 Daily Flow:Operating Capacity 270 gpd Length 30 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 _ in Septic Tank Capacity NUWATER gal Number 5 Receiving Soil Type(1-6) 3 Separation 9+ ft Receiving Soil Appt.Rate 0.8 gpd/f12 Orifices ' Required Square Footage 450 ft2 Total Number of Orifices 50 Designed Square Footage 450 ft2 Diameter 3116 in Percent Reduction Taken NA % Spacing 36 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 150 ft Schedule/Class SCH.40 Elevation Measurements Length 40 ft Original Drainfield Area Slope 15 % Diameter 1.25-2 in New Slope,If Altered 15 % Preferred manifold configuration used? ErYes 0 No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope 9 in Schedule/Class SCH_40 Designed Vertical Separation 14 in Length 110 ft Gravelless Chambers Required? 0 Yes 6'No 0 Optional Diameter 2 in Pump Required? lilYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 90 gal Orifice 34 ft Chamber Capacity 1500 gal Uppermost Orifice l 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 29.5 gpm ❑Timer ❑Elapse Meter ❑Event Counter Calculated Total Pressure Head 39.06 ft If Timer: Pump on TBD A14 TBD Comments PERFORM DRAWDOWN AFTER INSTALL AND SET TIMER MC PI IRS IC HFgITH SEP 1 3 2016 Printed From Mason County DMI CEW Printed from Mason County DMB DRIVEWAY TO BE RE-LOCATED AT TIME OF INSTALLATION WATERLINE WILL NEED RE-LOCATED 1OFT+ AWAY OR - `---- --- __ 60'-3" SLEEVED IF WITHIN 10FT 1. \ 7. - g et, ., $ PROPOSED REPLACEMENT _ 3 BEDROOM DRAIN FIELD II 1 /A\1 I► I . rw— ' f<7 c. A'`....,. rn s elita„: . .. L-i I r.,..: © o j EXPIRES ON I$ o POSSIBLE TANK LAYOUT: — — — — IF TANKS ARE TO BE DRIVEN t\\ \\\\ I OVER, TRAFFIC RATED �i' V>.N-•-- TANKS,RISERS, LIDS WILL EXIST NEED TO BE INSTALLED. CARPI • ••• • J - t .vi ASSUMED WATERLINE ���, LOCATION: SLEEVE EXISTING WATERLINE WHEN HOME WITHIN 1OFT 01 PUMP OUT& ABANDON ` EXISTING SEPTIC TANK& DRYWELL _� .�.M..,: "APPROVED HEALTH MCP C ._� EP 1 3 2016 CEW• CUSTOMER: JODY R.ANIG SCALE:r=3o' PIONEER. 0 DESIGNG, INC. PARCEl.#:22331-50-0004I IFS1 HOLE I: TESTHOLE2 SEPTIC DESIGNS ADDRESS: 1071 NE COLLINS IX DR oT-4r as o--28'(15 4t-+c'1 2a"+rr 3 E.i nn of asJSON RD. EV1EW,WA 98546 DE IGN O EKT PAYSSEROOTS ar R00T5 28' 1 s €r J i,� 'f8 W r �a 3* 4 uA I N IJ'.�► r 3' OF i'lin e l com 1\-laSQ'ii County LAI:, I • RELOCATE DRIVEWAY, NO VEHICULAR __ TRAFFIC ALLOWED ON DRAIN FIELD. -- N ._i \ \ ' \ \ \ 1 \ .. \ ikVE _ \ \ I' \ \ 1 T ---c'-- ...1. • .. -,. . \ \ 1 --, \ \ 1 _3 1 OB PORTc — =�_— { \ 1 \ CLEANOUT — • { I, \, `\ 1 \ I __•p.— { • I 1 1 { 1 �' 1 I I Q \ \ 1 181I J 3�l—9, 11 1 1 �/ MANIFOLD 1 1 1 1 / — I it I r 1 II 1 O it 1 1 ►: 1 1 '���O ` 2"TRNSPRT 1 > LINE I ,ev..s � : ASP- D it„• o- .fir, MC61 Mt IC HEAD 4fQz` T.3DwYSSE v'% SEP 3 2016 EXPIRES Proms DIGGING, Svc. cUSTOMIR: JODY FLANIG SOLE NKr �. PAR.CF7 .22331-50-00041 TEST HOLE t I E,i HOLE� SEPTIC DESIGNS ADDRESS 1071 NE COLLINS LK DR. o'-4r Gts o"-28'GLS 3083E MASONBENSON RD. ,.GRI�PEVIEW,WA 9,i5446 DESIGNER; R.QBERT PAYSSE ROT RO TT 'c7FI1CL �42�LS,� .tr�n; A C o ROOTS-41' ROOTS-28' .. d. a .. is Q $ M 9oE*s>,�' ! 3 un t A basic V t �(4 :..2- OF O 16 Printed from Mason County - - 1 war OBSERVATION PORT GRADE Fti�I13NED CLEANOUT ORtiG1NAL.GRA DE 1 1 SANDY FILL FILTER co I I FABRIC I .1111:-./;-.": .411-.! .!. !: ./:-./:-./:-./:-./:-.1:d.!i. -ieri•i•ArAiggl ie lit IArAi.t.-.h-.!:. 4 a :-.1�'!.1.-•l .! .l.-.l .lam - • • • • .V. WASH ED ROCK • 1.25" LATERAL 4 a, 36" TR1 LAYEK / I ES C�uE ��1, w O'4CF • ':.'14 II _A iii* is RISER OR EXPIRES THREADED CAP VALVE BOX • i __ 16" ORIFICE _ W/ SHIELDS 1LI n u 90* •• r� 1 \ -,..... !r /r��r6 lr�!~ !~-!r !+., • •~• ~-r• r- r- r. am r..r J �PI l SWEEP 4".!r-._1..._�..!.-!.i /...t.-l.6!.-! ..a I •.•`••`,.`�•.I.I'r••-•••.I•.I• CH ECK ^ A. P•• • • • ......... ............... MC P) (R' C d•• ALL .: VALVE ��r_. 2016 VALVE GLUED TEE NA cusp ot�> - JoDY FLANK , GON PIONEER DIGGING, INCSCALE PARCELSTO 22331-50-00041s I tS I HOLE TEST H O E2 ADDR ISS: 1071 NE Cal-INS IX DR d'-4E cTh o'-28,CIS SEPTIC DESIGNS 4r+GT 2r+GT6 BWSON RD... CRAPEVIEW,WA 98,46 DESIGNER: ROBERT PAYSSE ROOTS4P ROOTS-28" V1l11t& from Mason County DMS � I • ,,,,-4,--.- ;.-; ¢+.y,. • Nh 5 ate. j Ira rY'i- At. •ra II ,< ��+�r ... ,,�c` j _ tomb tt,=;: e; i 4'. ,,zV:44�i,Cy a ORIFICE # DISTANCE TO LATERAL# LENGTH(FT) SPACING ORIFICES 1ST ORIFICE 1 30 3 10 18 2 30 3 10 18 3 30 3 10 18 4 30 3 10 18 5 30 3 10 18 TOTAL LATERAL LENGTH 150 TOTAL#ORIFICES 50 I ORIFICE OUTPUT 0.59 I GPM I 29.5 *a-d1#r, .: iti. # '14 C OW .? , -; . ,k' A-iti);, 'IIM r?° rig PVC SECTION LENGTH(Fr) FEEDER TOTAL ORIFICES HEAD(Fr) LINE LENGTH TRANSPORT PIPE 110 NA NA 50 1.66 LATERAL#1 30 3 33 10 0.18 LATERAL#2 30 12 42 10 0.23 LATERAL#3 30 21 51 10 0.28 LATERAL#4 30 30 60 10 0.33 LATERAL#5 30 39 69 10 0.38 TOTAL FRICTION LOSS 3.06 ELEVATION CHANGE 34 RESIDUAL HEAD 2 TOTAL DYNAMIC HEAD 39.06 PIONEER DIGGING, INC. CUSTOMER:JODY R ANIG SEPTIC DESIGNS PARCEL#:7)331-50-00041 3083 E MASON BENSON RD. C.RAPF.VIEW,WA 98546 ADDRESS: 1071 NE COLLINS LK OFFICE 3604261803 FAX 360-427-2353 DESIGN PAGE `( Of 0 At—PP ROVED - Mcwf' Ln; HEALTH SEP 1 3 2016 Printed From Viason County DMS CEW Printed from Mason County OMS i MIS � Z i�� t -I U x M i- i •o Q QQ ° FQ �or / ; i-w $ cr. ui Z u] i )ry l O. e x,;' . HI .vLVh .cY s o a / z p l rz 01— :rot S . r a .i :. K 4 P. IV I y, a N a. A IL.,z ...'-• S • Q Y vuQ� „.,:;,a4-,,.,.,..,!.,..,,.:.f, ?_ O ... ' i. 1 — s- y 0 o r' W W Q ltl (ri�M ,I . ' � `zZ W � M ,. g 6..) `J I1_ 0 _ _ 72 < 46 y . .- z Q ..e O JPJ Pr / roli 6c, Ne ic ............)`•.‘ I I I I I T 1 1 I I 1 1 .3'�TRL -f}- Y......ti • 'S� `` u }- z z 'I�I111111111III _t t O P� d i`' 4. Q d i- Q U -"ti: N 441 ry n Fi. '.E O a•+' Nlll lilTTl111 � ,` f'x .� (.�ii r ,� .. .77 : _ ci 1 z APPROVED ;> .' :, o `) MC PI !RUC HEA - Q U z N ti 6 SEP 1 3 20160 pm w OZw'R a t v � d a 0 7? ti z O O Z I� O- o 00 p�q 4 t g eg gp�p p�j� w 2 ( g'a d Cs9)i # 3•y EJ L M Pt-tilted horn Mason County OMS IP • Tio 7 Z u, z O Z o a. I-- v Zw , jz 7 >j I-- tI 4 Lu , oC z d O 0 V V V WQQ Z ; d �\ F- 1.- V � C� V �� — Ov O Zc 'a-,' oc Wc t.u N I a Oh I Li cY N V w V E 1i Lp � — UN '� w CI C.fl ...CLI s L- LJ liiilll�i fir ° m ° 2 :41 1- Z < < L.4 7 I- - LA ',A mmsamismom i L, ,, . ..... 0 6 ..., 001 io,r, , i ) h... , \ a Z - __1 in Q Z c„ WO -- bsQ Li. ZU c _ r' t io c- til ti IC c, __t c I O aC 0 o Q O g.'r _ W 12 U ce 0 L7 C7 •ROVEN ---) F �� Mc Iai is HEALTHu i ,ri 2o1s ,n P 1 3 Z M J o f ; Q EW , V] E y r iy a.- /e Nvem I__ z W a; .tJ ,p.OM „.:..... ,:cr t_ _ 1,,3'.• o ••"`- ,� �a J � L � r� mom . '0 r� vd' , ' J Q w Z z v d a kZ .. M t P.r crr f\A `., inn lni tnfy Pi MR a.. K, Punted from Mason County DMS . - 1 I, . . FL5O-, FL6O- & FL 70-SERIES TECHNICAL SPECIFICATIONS . Ex1►ERxar. coNsT»ucnorv: 0/FLGO/FL7O Pump Volute and legs-Gray iron casting class 25 PERFORMANCE CURVE 60 Hz. Mara P.MinuteMoforCover-Gray iron casting class 25.All cast- 0 30 114 189 265 941 ings shall be powder coated for corrosion resis- �^ i _� I 24.4 tance prior to assembly. -l -I 701--1-74,N I- i '-1_..i-•-t - i_ 21.3 m. Fasteners-all fasteners shalt be 300-series i l .1 I iiM • .. _t_...._..- stainless steel. • �'1� , I `_._ -� ,• L 1as MOTOR 15.2 5U •Submersible 3450 RPM,oil filled and hermetically • 1 , ! • sealed.Class B insulation rating.17•4 PH stain- A �40 , ; • 122 rm .i- less steel rotor shaft Thermally protected on .1 ' j i : S single phase models.Three phase models shall 1 so i •; j • . . have overloads incorporated into the control 1 .I I I 6.1 panel,properly sized for the horsepower and 20 I I ' • ; .-_ ._ . ' - 1 I amperage of pump. ;. s"I I I_.,I. _ I- I I I. _ 3.0 • Cast iron-class 25,semi-open design capable 0" ••�p I. 20 30 40 60 00 70 80 90 100 of passing a minimum 3/4"solids. Lui.Gollona Per Minds OORD AurOMATICI MEOWStL4FT SEAL U .SoDE w VOLTS PHASE NAPS LENGTH(N) MANUAL Carbon/ceramic unitized design with BUNA N FL51A 1/2 115 1 12.0 10' Automatic 53 elastomers and stainless steel housing. FL51A-2 1/2 115 1 12.0 25' Automatic 55 POWER CORD FL51A-3 1/2 115 1 12.0 35' Automatic 58 FL51M 1/2 115 1 12.0 10' Manual 52 10'cord length-Standard.Quick-disconnect FLS1 M-2 1/2 115 1 12.0 25' Manual 53 design allows for easy field replacement FL51 M-3 1/2 115 1 12.0 35' Manual 55 Optional lengths available per chart. FL52A 1/2 208-230 1 6.5 10' Automatic 53 LEVEL CONTROL FL52A-2 1/2 208-230 1 6.5 25' Automatic 55 Automatic models shall be controlled by an FL52A-3 1/2 208-230 1 6.5 35' Automatic 58 adjustable wide-angle style switch sealed in a FL52M 1/2 208-230 1 6.5 10' Manual 52 polymeric float.A series piggy-back style plug FL52M-2 1/2 208-230 1 6.5 25' Manual 53 shall be provided to allow for manual bypass FL52M-3 1/2 208-230 1 6.5 35 Manual 55 operation. 53 FL62A 6/10 208-230 1 8.2 10' Automatic DISCHARGE FL62A-2 6/10 208-230 1 8.2 25' Automatic 55 2"FNPT with a 1-1/2"FNPT threaded cast FL62A-3 6/10 208-230 1 8.2 35' Automatic 58 iron flange provided. FL62M 6/10 208-230 1 8.2 10' Manual 52 FL62M-2 6/10 208-230 1 8.2 25' Manual 53 FL62M-3 6/10 208-230 1 8.2 35' Manual 58 p1MEA1SION/4L DATA: FL63M-2 8/10 208-230 3 5.6 25' Manual 55 FL63M-3 6/10 208-230 3 5.6 35' Manual 57 Height 16.4" wdth:11.2" FL64M-2 6/10 440-480 3 2.8 25' Manual 55 (manual models) FL64M-3 6/10 440-480 3 2.8 35' Manual 57 Maximum Fluid Temperature: 140"F. FL72A 3/4 208-230 1 10.5 10' Automatic 53 FL72A-2 3/4 208-230 1 10.5 25' Automatic 55 FL72A-3 3/4 208-230 1 10.5 35' Automatic 58 FL72M 3/4 208-230 1 10.5 10' Manual 52 FL72M-2 3/4 208-230 1 10.5 25' Manual 53 FL72M-3 3/4 208-230 1 10.5 35' Manual 58 FL73M-2 3/4 208-230 3 7.5 1iA R .,.y._ 55 5 b FL73M-3 3/4 208-230 3 7. + i ! tip FL74M-2 3/4 440-480 3 3.5' 25 S7 ,- FL74M-3 3/4 440-480 3 3.5 SE" 1 d A ,� . c Us Certified � Specifications swb ect to change without notice. •Bergen,Meve t,*14416•Phone 800-543-23 )4941839 ih • t' . a `' WWN/./fbertYPU s.com �PYrightO liberty PurnPs,Inc.2013 s i il ti4 k 4 1 "4'" All rights reserved. urr s,I I.2013 * ` DM` ►�rl?lF�''_, fi;)Tri Mason t�f%iilif�j milimiummimmolor • .Robert H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes 1.Contact Robert Paysse/Pioneer Digging,Inc.for final Inspection of the installation. All components,including tanks,lids,transport line, drainfield,and water lines must be open for inspection. A$300.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. Pioneer Digging,Inc.reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. Property owner,applicant,and/or installer are responsible for all Mason County fees involved with installation of this design. 2.This septic design must be installed by a certified installer with Mason County Public Health. For Homeowner installs,the owner must get approval from Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health prior to attempting installation. 3.Any alterations of this design must first be approved by Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health. if installer finds any installation difficulties with design,they should contact designer prior to proceeding with installation. 4.This design is site specific and conforms to State and Mason County requirements. The designer assumes no responsibility for its longevity. The owner therefore agrees to maintain and make all necessary repairs to the system at no cost to Robert Paysse/Pioneer Digging,Inc. Due to various aspects, Robert Paysse/Pioneer Digging, Inc.assumes no responsibility for this septic systems longevity or life. 5.Field Staking was done to the best of the designers knowledge or property line locations. Robert Paysse/Ploneer Digging,Inc.assumes no responsibilities for surveying property line locations. Owner must verify/establish actual lines prior to construction. Any discrepancies found related to this design should be reported to the designer immediately. 6. 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. 7.The property owner and certified installer are responsible for locating all underground utilities prior to installation. 8.All construction materials installed in this system shall conform to all applicable state and Mason County requirements. 9.Storm water runoff,footing drains,roof drains must be diverted away from any septic system components. 10.This design is intended to meet State and Mason County requirements that are related to the system being proposed. Any placement of proposed buildings,proposed wells or other non related items on these drawings may or may not meet other local and or state requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items. 11.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 and unusable. 12. No curtain,foundation,perimeter drains shall be installed 30ft downslope and loft upslope of drainfield areas,unless design addresses a decreased setback with waivers. 13.installer is responsible for following all related waiver mitigations outlined by Mason County Public Health and Robert Paysse/Pioneer Digging,Inc. if waivers are being proposed. 14.All septic tanks,pump tanks,ATU's must be installed on original soils or compacted gravels. Run 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. Owners are advised to keep bushes and trees away from lids and other septic maintenance points. 15.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permittA }.Z(Jlv,api Industries. 1y t� MC PI iRi lc HEALTH 16.The system owner/operator is responsible for the continuous operation and maintenance of the system. Fo a g Owner Maintenance information,refer to Mason County Public Health Homeowner's Manual,which should be received j w?, !�� installation approval. Of EW • 1 is ' 0.A. PIONEER DIGGING, INC. CUSTOMER JODY FLANiG 1 04 PARCEL#223315400041 Co R • 100317 rm x : SEPTIC DESIGNS ADDRESS: 1071 NE COLLINS LK DR se, 1. 1 3083 6 MA§Or4•B . RI A DESIGNER, . T•PAYSSE EXPIRES OFI-7CE 136 �.t$03 `OFF #k i,DES1Gi'tf*dil:.. OF r--,1$liF:'i.i !illi!3 lYC:s:.r t , TANK PUMPING REPORT Site Name: Location. 1071 NE COLLINS LAKE DR Service Company: Tahuya KITSAP SEPTIC PUMPING Tax ID:223315000041 5201 E.Hillcrest Dr. Use: Port Orchard,WA 98366 360.871.5258 Serviced:08/2812021 by:Trenton Miller Submitted 08/30/2021 by:Darren Miller Jurisdiction ID:223315000041 Dump Lucar�on:Bio-Recycling COMMENTS Inspection only,level in tank slightly high due to outlet pipe settling,not causing any issues.Drywell at normal operating level.Inlet also has slight root intrusion,home owner will make necessary repairs. TANK:Septic Tank-2 Compartment NOTE:THIS TANK WAS ONLY PARTIALLY SERVICED Tank Pumped: 1 NO Tank Size(Gallons)(Number only,no text): 000 Effluent level within operational limits(if NO explain in comments): 0 Total Gallons pumped from tank(Number only,no text): NO Effluent returning back into tank after pumping:Tank depth below grade(inches): 8 8 Access Risers installed to grade(N/A if not present): ConcreteNO Tank Construction Material: YES Tank Condition Good: YES Baffles in good condition(N/A if not present): N/A Effluent screen cleaned(N/A if not present): NO _ Effluent surfacing around site components(N/A if not checked): NO Tank abandoned after pumping: NO Were repairs made to the Tank or Tank Components?(if YES explain in comments): 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): grainfield(disposal):Drywell NOTE:THIS TANK WAS ONLY PARTIALLY SERVICED Tank Pumped: NO NO Effluent level within operational limits(if NO explain in comments): YES Total Gallons pumped from tank(Number only,no text): YES Tank Condition Good: NO Effluent surfacing around site components(N/A if not checked): NO Tank abandoned after pumping: NO Were repairs made to the Tank or Tank Components?(if YES explain in comments): This report indicates certain characteristics of the onsrte sewage system at the limo of owl.In no way is this report a guarantee of operation or future performance. Page of 1 ReportlD:537819 View pump reports online at www.onlinerme.com t , TANK PUMPING REPORT Site Name: Location: 1071 NE COLLINS LAKE DR Service Company: Tahuya DANO'S SEPTIC Tax ID: 223315000041 7124 St Hwy 3 SW Use: Bremerton,WA 98312 360-536-4431 Serviced:07/29/2021 by:Jon O'Connell Submitted 08/03/2021 by:Candi Jack Dump Location:Central Kitsap Wastewater Treatment Plant Jurisdiction ID:223315000041 COMMENTS UPON ARRIVAL FOUND HIGH WATER LEVEL.APPEARS TRANSPORT LINE IS CONCRETE AND FULL OF ROOTS.DRYWELL LID IS STUCK ON AND CANNOT BE REMOVED. ANK:Septic Tank-2 Compartment Tank Pumped: YES YES Tank Size(Gallons)(Number only,no text): 10N00 O Deficient Effluent level within operational limits(if NO explain in comments): Total Gallons pumped from tank(Number only,no text): 1000 Effluent returning back into tank after pumping: NO Tank depth below grade(inches): 14 Access Risers installed to grade(N/A if not present): — Tank Construction Material: Concrete YES Tank Condition Good: Baffles in good condition(N/A if not present): YES Effluent screen cleaned(N/A if not present): N/A NO Effluent surfacing around site components(N/A if not checked): NO Tank abandoned after pumping: NO Were repairs made to the Tank or Tank Components?(if YES explain in comments): 3 Compartment 1 Scum accumulation(Inches,if other specify): 7 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 ►rainfield(disposal):Drywell This tank was not pumped or serviced. This report indicates certain charactenst,cs of the onsile sewage system at the time of vise.In no way is this report a guarantee of operation or fufi.re performance. pump ReportID:532684 um View reports online at www.onlinerme.com Page 1 of 1