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Home My WebLink AboutSWG2003-00539 - SWG Application / Design - 10/30/2003 L ON-SITE SEWAGE SYSTEM PERMIT SWG rn MASON COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT NO. ►01 (03 426 W.CEDAR/P.O. BOX 1666/SHELTON,WA 98584 Date N: PHONE(360)427-9670 Receipt No. H- aunt S 4150 z F PROPERTY OWNER: DATE: m A L Q C. CHECK APPLICABLE ITEMS MAILING ADDRESS: DAYTIME PHONE: NEW SYSTEM o r REPAIRSYSTEM �. C STATE: ZIP: TABLE6REPAIR m MAINR3IANCEREVIEW PROPERTY ADDRESS: SINGLE FAMILY i 70O CAT OTHER 3 SPECIFIC DIRECTIONS FOR LOING SITE: PRIVATE WELL $ K O L COMMUNITY WELI/Putatc SYSTEM SYSTEM WR a IW SYSTEM NAME y� Co III,' f a-t APPLICANT NAME = C Name of Lot /75 ft..7%J30ft. MAIUW ADDRESS Installer S6 . SHI r G - Size: -$ acres TELEPHDNE Name of H' um r o SIGNATURE o Designer E Bedrooms % `- OFFICIAL USE ONLY BELOW THIS LINE UEFARTMENTA-SOIL LOGS DEPART MENIAL COMMENTSiCON01TI0N5 I'` L, U- -z-z b 2Z" s Q ° 2- V l , ay1' / SOIL TEXTURE CODES: V=Very G=gravelly S=sand L=loam Si=silt C=clay E-Extremely INSP R T name IN CTI SIG E DATE PERMR EXPIRATION DATE e rr 63 /T •All systems rooks ongoing Operation and Maintenance(OW)as speared in Meson Couny On-Site un-Site Standards. •All on-she sewage systems must be designed by a Meson County Garbled Designer or a Professional Engineer,unless prior approval is grantee otherwise •At on-she sewage systems must be installed by a Mason County Codified Installer,unless prior approval Is granted otherwise.In suds cases a preliminary on-site meeting between health department staff and the homeowner is required. •On-she sewage system design approval does not Imply other buiiring site requirements(i.e.RLC,Water Adequacy)have bean met. •Any change from the spooled use d to property or any site Mormon shooting the system design may ovalidato the perm2 •This a Ires3 sae from ire dde of she review.Denid dNe h meyhewpealediotheHnehh OMmr made otdenialdate. DE N RltVFyy APPT1,BY: DATE: INSTALLATION APPROVED BY: DATEIf : TOP:Health Dept. Copy MIDDLE:Designer's Copy BOTTOM:Applicants Copy MASON COUNTY DEPARTMENT OF HEALTH SERVICES _—` ll November 05, 2003 PO BOX 1666 SHELTON,WA 98584 SHELTON (360)427-9670 FAX (360)427-7798 Arrow Construction ELMA (360)48Z-5269 230 E Warren DR BELFAIR (360)2754467 Union WA 98592 SEATTLE (206)464-6968 RE: Design for STRANGE Case No: SWG2003-00539 Parcel No: 321347590213 Your design for the above referenced parcel has been review and is APPROVED. Please refer to the comments section of this letter for any additional information. Please call me at(360) 427-9670, ext. 353 if you have any questions. Sincerely, Cindy Waite Environmental Health Mason County Health Services COMMENTS: /115/2003 1 of 1 SWG2003-00539 MASON COUNTY DEPARTMENT OF HEALTH SERVICES August 18, 2004 PO BOX 1666 SHELTON,WA 98584 SHELTON (360)427-9670 FAX (360)427-7798 Arrow Construction ELMA (360)482-5269 230 E Warren DR BELFAIR (360)275-4467 SEATTLE (206)464-6968 Union WA 98592 RE: Design for STRANGE Case No: SWG2003-00539 I Parcel No: 321347590213 Your design for the above referenced parcel has been review and is APPROVED. Please refer to the comments section of this letter for any additional information. Please call me at (360) 427-9670, ext. 353 if you have any questions. Sincerely, Cindy Waite Environmental Health Mason County Health Services COMMENTS: I 8/18/2004 1 of 1 SWG2003-00539 I ae naea lwrr a•19 9 Mf IG1N FORM - PAGE ONE r submltded: Adesign Abe r@W141 dwlnn of each�of the/oggl1ebvad"'laller�r11 e _ a.r�laMe daMars� yerj"eppaaabaWgnnam Wall Cteaaeaeatae aaaadr.yrearyre ee appaaaaN aaaarar drwYaar ,,.:, pAf2CENffFICAbN " r3 nu Cie Daig ',Name: J - hamhNttmber. 1 n - R••�•- ^- :err_ pniglar'a Phone Appikud's Nana: Q�l c`iQ w�C_E_ Aneaor'a Pnaal No.: 0 1 Mailing Address WA.9%3W Sabdivaion: cab ZIP 2 � OESf23t�'PA'RAMk ' Treatment Device s O Sod Lined I>taiafwld, O Okedoe BloNhar O Sand Filter O Mood ,�Aetobk lMk•MakdModel: Ile •'E — cf..+-SOO L9✓Dldafae11041 Unit - Make/Model: DralnReW Type 0 Bee, ff�plarye G IVanch �(inveties Chunben a Osavlty Laterals Septic TwdVDnhdleid Spectilcatlons r AuldClass y T R NumberofSedmosns (off O Length / AS m �h'� I,( PYIEr` 96o-Koa it N mbeer 3 Septic Tank CopadtY c( T Receiving Soli Type(1.6) Separation Receiving Soil Appl.Rene / p ttr Orifices �'i D�Square Footage / Square Footge F' OQ—IL Teal Number of Orifices r in Vet"Reduction Taken 3 � Diameter N)r N T(EWVIW �R Spacing Manifold NO Elevation Measurements Sggii1rxWs D !i iglnd Dnlnik rta ld A Slope y--; Lm in in Nee SlePe ff a:p...l _ _ Diameter pQ(lE(E, _ i prekrred Manifold C Dki�Y ( Yes No / Iw Depth ofEanvation fmm Tr#@904 1`4003 original Grade A2 N 1 (poaa rlopc) ass CWLemgth b Designed Vertical Separation /a in Diameter Cwavelh ss Clambcn Required? ❑Yes TrNo ❑Optional Dosing and pump Chamber o1 Ik Ycs 0 No Nmnbn of Dose-DaY u pump Required7 Doe QuanbtY a O pumpfSlphon Specifications Chamber Capacity DiBerace in Elevation Between Pump Shutoff and U pump Coatrots: Timer(or) Elapse Time Meter(etrcb angWs+dl If rwcr. Pump 0a .Pump OR Orifice: ,,vim Check the following puoena if thry drain between doses: Uppamod Total b U' re H e d 0 Lower than Pump Shutoff a�sN(od O Tampon Capacity®Trial Pressure Had: U�V L7 M Cdeuhted TOW Ptesnae Head: (Attach Pump Qvve) DESIGN FORM—PAGE TWO Revisvd AWN 24.19°e r. :'. ,:• ` O5i1NCHECKLi57S f Scaled Plot Plan Scaled Layout Sketch Cross Section Sketch O�Tea hole locations O"Dnbtlkld orientation and layout Referenced depth from original grade: G—Property line, O�Tranchtbed dimensions and critical O'�Septic tank lid and dninfield cover fy t;autteg said proposed wells within distance,within layout depth 100 a of property lbws 0 D•lsoxrT-YL'locations O�Cattal ell mesum ernents to cuts, OlSept:tank/pump chamber location Reference depth from original grade burrs,and surface water O"Observation port location and restrictive thrifts: (7-- oalbn and orientation of custain Gr clean-cut location CY'laterab,tsench6od top and bottom drain cad all absorption components ad Manifold placement O Cumin drain collector p-Lonlioosoddlrnensianofprimary O�Orifice placement 0 Sandaugmentation System and reserve me G✓lateral placesnrnt,with distances to 0--f selicp edge ofbed Ot#er cross-sedlon detail: Cl"Dkedion of slope Indicator ff udibletvisul alarm---- - d ®' Observatim pats and cleasauls cr, Mudhw Or Sure of drawing shown on sole bar Rtedrheanents/drivewayt/ Cross aeEtba Iafotvufloa,fW released 0. M*tag IayoY asaaalNlj¢ktbn� !s!Iet / .si r ixf^;dys: Q1ritical resource lands(if applicable) f7 a0,,�f91� yt -,; ti 5edled ap depthYemla sOdb�! f�North arrow and sealeofdnwing 0 Vp-slope;doNesffiple Yid asub pe -• 33• shown on scale bar rin width. O Sidewall slope 0 Up-slopeandcloa vshopebedelevird, Additional Information O -Design staked out ,J,, O�'Operanon and Maintenance Notice Attached 0 Waiver(s)Attached .y'x.0566NAPP.ROVAt. The Ytdas19 des O igner t o;% 0 does not,waive the requirement to be notified by the installer of the instaflalka and given 0E horns to perform a final ipspec ion prior to p ra of esign Date The,urdYsigned has reviewed this design on behalf o Cam Depmment of Health Services and determined it to be m compliance with sate and local on-site tegulatio / 0 - �.�J '10 �l Slgl Envirsumentalkl4calcJ3 specialist Date fjgtion, DESIGN ArMOVAL a VAIAa Ortt.V lnmEa THE 101 1?44G CUNDmON: The design Is samped'Apprwed•by Mown C ty Department of Health Services. .e The Ors-ake Sewage Petmk Iw not expired,the Permit Expiration Date Is: I/ I- 6 J The system is Installed by a certified installer,unless prior authorisation is obtained from MTawrn County Department of Heath Sesvka. ' Drsinl'teld she conditlons have not been aftesod to adversely affect conditions of design approval SP 2935 SP 24g6/ / lSP 79BB 4100 4100 .qz •2 1Y 1�/ O50 010 419005t 9o0Q 90o0Y poop soo01 41 9003 90P3 759002 75 9001 / 1 9B epp 75 SP 73 7 75 90151 S 2659 1 90411 90142 3 2656 / _ _ 1 75 BOW 3008E 75900B3 75 90094 1 1 -+ U —3 75 90193, 1 S P/227 u 73 I\ g g p 11 516/90 9P 46I9 BOOBI N 75 1 I 73 1 O V1 90144 175 Sow Most 9 z5/e 75 O�0,70 _ _ � 19P 2531 BLA 56885 )S. 75 90173 0 \�.` BLA 99-59 )5.0�0003,0 s0 i 75s 26/3e ;.`739017 s 2/9B 00, 0 p0 00110 '' 75` B /s /02 90m, 1 . O0 '/' ' S J s / SP 2596 � O/ 6 Js > 00010 tea.3yoz�z7a .9o/Sv 90221 . +cJ80?/ 00 O �J 75 90222 SP 8022 Op 0 90jOJ S 0/22 J 17/D5 1/75 3 FOR REFERENCE USE ONLY s-sz APPROVE[ MC HEALTH DEPT NOV 4 - 2003 CEW PAGE oNF JC PACES • IJe� ^ WELL 75' � >Rop>sfD tlgD, / t y yyd°p" �HousF srrd � � / S 5' —cLr+w Ou* K w u N v i rl• r- ESV Pau s4i�o i>fi'1.. _VALVE LO'K ' o' a53 sCALU yo' 40' So' V A -rEZT HOLES {L1 p °- a5" sL �N6eR a5" L' ,HUNTED TILL N FJ6 L /! 1 O"- dH" SL ay" GL-M,,Aep LLL 'd3 0"- 30" 5L 30^ CL-hLt-TGDTrLL APPROVED MC HEALTH DEPT NOV 4 - 2003 CEW PLOT PLAN [1Wr�ALpN f STRANGE PARr,EL Ik 32134 75 90113 ,E t f fi PAGE 70F PAGFR EXPIRE8 14:64 FAX 380 4]0 0366 Lifting grid Handling 0ep Hla dfr a. 1mon2 Show the following on the site Dlan A Dimensions Flood Zones N �h xisting Structures Fences Water Lines Driveways Drainage Plans Shorelines Indicate Direcuuval by(N,S,E,W,M I Septic System Topography In relation to plot plan Proposed Improvements Easements Name if Flanking Street APPLICANT TO DRAW SITE PLAN BELOW: ws0 �r•� l—J nr / Dndnfleld / si v uo Weed 1n. 44 4ti Lit / lheioL<Id V, E N vT MASON COUNTY DCD PLANNING � SITE CHANGES SUBJECT RED TO BE ON E EGT TO APPROVAL �.�----i Wcu N MC HEALTH DEPT Diane NOV 4 - 2003 ad change to the well location. In actual change m The above represents the propos the possibility of moving the drilling site 30 feet north. This would minimiZa the i {�ptyn the area by allowing ingress sand w segress suggest d by f the drilling drillluipment ler. The lwithout tude to drill nywhereuin round in the between the orig nabelow the drill site. This was Bugg ' site and 30 feet north along the same setback will reduce Impact on the lower act on thecide to educe iln approve the variance the well will be located in the best possible spot to P environment. Alan ai3y- 7s- 76zis PAGE 30F PM.FS 92iRLT6069 Xvd Y6:611 11111 to/I1/e1) ✓n( vj_ 67, TRENCHES END MANIFOLD B041•'7 Orifices 95" O.C. ( rl per tat) IY" from each end of trench 1O� ` I I T NOTE, O=OBSERVATION PORTS--TO BE 4" PVC PIPE FROM BOTTOM OF TRENCH TO FINISHED GRADE. REMOVABLE CAP SHALL BE INSTALLED ON OBSERVATION PORT PIPE. GLUED ON -� TEE AT BOTTOM. 9 9 9 MINIMUM OF ,3 IN SYSTEM. SCREW ON CAP 45 DEGREE ELBOW LATERAL 'kf,C- END OF DITC N�g DETAIL CLEAN OUT NOTE ROM 0 INCHESC BELOW FINO BE ISHEDF TO 6 GRADE. LEAN MARK QUIRED AT END OF EACH S I RCLATERAIof 0 ,✓ ��q.��seQ _ �3� 4 we o A PR V IJ ' nR'` - MC HEALTH DEPT tier NOV 4 - 2003 PAGE 5OF 9 rx:rx DETERMINE THE TOTAL DYNAMIC HEAD: Selected residual pressure: 2.00 n. &d ' Transport pipe friction lossess: —1 1-4n. Line fl 1 7_R. ......... Lira 02__--7i—n o` ........... Line 03 Win........... Line IN n............ Line MS ff............. —n• Total,elevation lift................ fin. TOTAL DYNAMIC HEAD:...... / fT. SECURED LID WITH GAS TIGHT SEAL IMETER EADED UNION 21•DI ACCES SERVICE FINISH GRADE = u IVALVE FROM SERIC — TO GRAINFIELD TANKEMERGENCY STORAANTI$1►NON VALVE NIGH WATER ALARM LEVELWORRIND VOLUMEINDEPENDENT p ,NORMAL TIMER OFF IEVEL P �EV DEPT ��SEDIMENTSSURM IMLE CENTRIFUGAL PUMP PUMAFL L 6` (TYPICAL) P��,S�P` w�M l beer �` AS NEEDED k - PAGE�OF PN;FS i 1 ENGINEERING DETAILS - C�r.3� ■■■■■■■■■■■■■■■■■■■■■■■■ Performance Data ■■■■■■■■■■■■■■■■■■■■■■■■ R09333MIPiiiiiiii A OSP33MAI 3U2iiiii�■iiiiiGi ii■iiiii ® 1750 "�' a ��V��mio ®S""Man_�_ , . ta ®�� Materials of Construction NO& steel Umolk,ON ON Mow Sboh" IStw P 1 VAC NOV� . ON (231 km Sad 0 - MMF OFF AURORA/HYDROIAATIC Pumps, Inc. •{ 0II qc 8� i a 'I � � � � � � � � � � ASS i{ �� •� [ Mf i a Eft _ y DEPT ......!...... S� 1 - 2003.. PA(rbR77 NORWECO Pretne6ment with Chlorination & De-Chlorination I NSTALLATIONIMAINTENAN C E Pressure Distribution Systems 1. Install Laterals with contour of the ground. 2. Install trench bottoms twat. 3. Install kxcalor isps or rebsr on top of all,dralrifield laterals. 4. Install observation ports as Indicated on.the plot plan (minimum-Iwo per drairifeld with bottom extending to the dreinrock/nalive soil interface). Glue "T" to bottom a removable cap. 5. Install drakdWd during dry weather and soil conditions, any soil smearing must be eliminated by hand raking. 6. Install threaded clean-" at the end of all laterals (cap must extend to within six Inches of finished grade and be marked with locator tape or rebar). 7. Install audioMsual high water alarm. Redundant on switch not required . 9. Install check valve In pump outlet line to prevent system from draining back into the chamber. 10, Tee to Tee construction between laterals and manifold with orifices oriented at 6 O'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Health Dept. approval, turn orifices down (6 O'clock) and glue laterals to manifold. 11. Filter fabric required over drain rock prior to balling. If the drain rock extends above natural grade, run the filler fabric at least 2 inches down the trench wall. 12, Encase ON water lines within 10' of drainfield area. 13. Divert all storm water run-off away from on-site sewage system. 14. fro curtain drains allowed within 19 of the up-slope edge or 30' oppPA®VEb slope edge of the drainfield and reserve area. MC HEALTH DEP7 15, No vehicular traffic over drakdietd Brea. NOV 4 - 2003 16. Norweco Guidance Manual has been provided for the owner. 17. Inspect floats and test high water alarm every 6-12.months as needed.CEW 16. All materials and workmanship must meet County and state regulations. 19. Deviation from this design without prior approval from the Designer and Mason County Health Department will make this design null and void. 20. All manhole lids and access, sampling, or inspection ports must have locking covers and located at ground level. 21, All pressure systems with pump chamber higher than drainfield must have a 1/6" hole drilled in the discharge pipe above the pump to prevent siphoning. 22 . All transport lines under driveways must be encased to prevent crushing. i DB87GAI•FOAM- PAGE ONE are aubmits�: Aepeel�OalrwMlR W arvbNgwad Whan A2MU of each or the fdlowkV RReemo .ee�.tyM� .i aMa/Ke� °'°YxtllY.rnde°al O r�adYenqA*d ruW''A'd"tlYV� "4'.' 1 V� I.Jt°2 cT7 yVACRCIOEf}Y(KI'CAt1Ihl e G� �J Desigoa's Name: wai S pmnR Nmnher: e: Designer's Phone t i 4 7s 90:;;t3 Applicant's Name: A L R t I� ST R Las�E Aasenor'f Peal No.: U�-Dlo�) ��' C'.AT FicH LMKE Mailing Address: Z& It:.. . �O n AV G Subdiviaien: 0dlawlea "At) Cj2E Fr Earn��r WA.9E3fD car Kr V* �.. e.re'y '... ... ev "" OE816N'PA�tAME`f�R& 1 Treatment Device 4 1"lryfl tv'� O OkobWk nit- s filter O Moved O Sand Lined Dminfield. B�Aeaobie thsa-Mak I._ — LY(Dulofeoioar Un' • Makc/htodei:�y DrelnReld Type CI U&I the �jP {Q neaaue ,d, 011, uea Chambers U om.ar Laterals y0 Septic TanlJDrahrfleld 9paclBUBons schiiiiddClsss 6 Weather of Bedrooms Length7 9 0 Daily Flow �� Diameter 3 Sepik Took CWwWY _. Number __3Q Receiving Sotl T"00-6) Separation �! Receiving Soil Appl.Rate (o O o Rwpbvd Square Fie Orifices p cad Sgcae Taken / OO Tour Number of 'fi<es 11 Percent Reduction Taken � Diameter �a 3 ft r TsesKlJBed tVYdUr 2 D O N Spacbrg hapd°�Length Manifold ENvation Measurements HD e original if A 1 ld Ate Slope L?.f . mil - m �S�i(Atr..ed _._. Diameter ' hefined Mmif Cmfiguntbn Used? (�Ya O No Depth of ExuMkn from /.� in Original Grtdc Na'ba`) Transport Pipe /a — (pacn�lepe) S edu�dQasf L(.e Length v 0 in Designed Vertical Separation ,./ /A in Diameter a ° SANJ ,� tL-R Omvelless Chuoben Required? [3Yn L7 No Optimal osing and Pump Ch mberr Yes ONo Number of Do a Cjm� A� p eat Pump Regniredi Chao Q°arttiry s _/ 00 3al Pump/Siphon specifications Chamber Capaci Difference in Elevation Bet,Pump Shuroff and Uppermon Pump Controls: cr(w) Elapse Time ctcr(crr<ta RragWnd) Orifrcc: � ft IfTr-unm POn .Pump OR Yp.(, s F• Check the foil"'ergg w ponents if they drain between doses. Uppermost Orifice is 1Higha, Ol.owarhao Pump Sh"'off L7 Manifold 13TmnV--t CWKky®TOW Ream Head: 3a•u 5 Ygm [�}f atereb CgkvWed Told Prance Head: (Attach Pump Curve) ft LC N.r mar nc nm-cc DESIGN FORM- PAGE TWO R^'"°Api1114,"9' '�6 1 W'10HECKUSTS Sealed Plot Plan Scaled layout Sketch Cross-Section Sketch H lest hole locations f3 infield orientation and layout Referenced depth from origlod grade: Cy Property Imes fS ZMKittbed dimensiotu and critical H-Septic tank lid and drainfield cover D-It1Ming end proposed wells within dWanus within layout depth 100 R of property Imes ❑ D-Boxf'r/'L"locations B3 CA]csl distance measurements to cuts, ❑�Septie tank/pump chamber location Reference depth from original grade banks,and rmface was U3 Observation Pon location and restrictive strata: Or-I.ection and orientation ofcsutain fd�Clean-out location [Y Laterals,ecacivi ed top and bottom drab and all absorption components Cr Manifold placement ❑ Curtain drain collector 9-1ocalon and dimension of primary O"Orifica placement ❑ Sand augmentation ayaem and reserve arcs fd�Wenl placement,with distances to 0--oulidytga edge of bed 011yer cross-section detail: C 'Dkectlrn of slope indicator Q td-bklvistalu l am refer------ 7' Observaion ports and cleats-outs Q�Vyxtclina OScale of dmvb-g shown on scale bar ❑"Roads-easements/driveways- Cross-section IaformadmilM aaued, parking $ ayslemf. S h+y;.th= 0/6riticsl resource hands(if applicable) d 1lR 1" '4t O Satledupdepdtot mtaaod tdjeOf . O"North arrow andscale ofdrawing O vpslope,dowaslope,and endslope bed- shown on scale bar fill Width - O Sidewalt slope _ ❑ Up-slope Up-slope and downsl6 stud elevatloD Additional Information F3'Design staked out N� • O-�Openation and Maintenance Notice Attached ❑ Waiver(s)Attached ft0TWAPPROVAL 1M etdesaipad designs Qsl�m s, ❑does not,waive the requirement to be notified by the installer of the installation and given 48 bon to perform a final inspection prisb ,Q / GL "r' OV re of sign Date/ The undersigned has reviewed this design on behalyd Ctmn y Department of Health Serviccs and determined it to Lc m compliance with state and local on-site regulations 1Dley Environmental Hialth Specialist Date S--noun: DmiGis ArrROVAL IS VAUD ONLY UNDER THE FOLLOWING COMMON: J The design is stamped'Approved"by Mason County Department of Health Services. J The On-ske Sewage Permit his not expired,the Permit Eitplration Dale is: ( 1 J U The system is installed by a testified installer,unless prior authoriation is obtained from arson Coumry Department of Health Services. J Dminrmld site conditions have not been altered to advscly affect conditions of design approval es I��IGHP.O• MIELL Y _-� y ep°seD fly � 1 — pQU PO SE D 02tlEM N �° IH _y1L.-". ./19.Vlu 61, v'2 1+c we l� f ��`yyES. •. M1 Qh-�Is��tic."»NK LJ ay3' I � b6�` sCAl6 1•• qa' r 14n' A 'rEST MOLE: i4P O.,_ ag- `iL, N GN dYR a4" C b,e,Tr D TILL }JCLL Mz o^=aH" sL a4' c.cnarn.o nL. J�^ cpML'/•1GDTLL PLOT PLAN P OWNGR+ ALAI) P.. STRPNCE ti PARCEL tk f;U34 75 90. /d :!}� �r G r T° l ......L JOHNS, N D DESIGN R PAGE OF PKFS xP I�Eci',1e0. OYu��{1ca® /_ctac - 67' TRENCHES END MANIFOLD 894r7 Orifices 98' O.C. ( /7 Per lat) /I" from each end of trench ( / i N ! NOTE, O=OBSERVATION PORTS--TO BE 4" - PVC PIPE FROM BOTTOM OF TRENCH i TO FINISHED GRADE. REMOVABLE CAP SHALL BE INSTALLED ON OBSERVATION PORT PIPE. GLUED ON F_ r 9 TEE AT BOTTOM. 9 9 MINIMUM OF ,3 IN SYSTEM. SCREW ON CAP 45 DEGREE ELBOW LATERAL END OF DLTCH rB DETAIL _ CLEAN OUT NOTE, CLEANOUT TO BE FROM 0 TO 6 INCHES BELOW FINISHED GRADE. REQOUT UIREDK ENDSAT ENUWITHROF EACHCLEAN LATERAL. �1 OClO 4.e fo r. o oo k ki G° '44aA p0 r A K � D L'ND VIBW r y _L]I;nptflE �i. •••+•-'.�Y-inn♦ 0S :1T RM MRSON.CO.SEPTIC.6YSTEMS 3604320794 P.02 �' 3d o� t + r�- 3�/G`��c.4 � 3o•• 0 u 000o � o Q 0 0 O 0 CS ��JI 3W 1 s � E - •� i l0 'd 4840Z£vo9£ SW3ISAS '3I1d3S '00 'NOSOW Wb 11: 80 b00L-40-90tl Nwyrs DETERMINE THE TOTAL DYNAMIC HEAD: selected residual preaSDle: 2.00 It. � (e d ' Transport pipe friction losaesx: —1-14n. —� Line 8 I _._n. ......... /�3 ft. \ L j1:1-� p , . 3� Lim#2 .71 n........... // n. Line N3 vtr n........... /• 9rfl. .. l) f<3 3 i Line 04 R............ —R. I/y Line#5 n........•.... _a Total elevation lilt................ _7—R. 7. 0 TOTAL DYNAMIC HEAD:...... In3r•r.j SECURED LID WITH OAS TOM SEAL THREADED UNION RN DIAMETER ACCESS RISER SERVICE FINISH GRADE �� ° VALVE RLS ` A4 FROM SEPTIC tANt AWwL° TO GRAINFIELD TANK riy EMERGENCY STORAGE ANTI SIPHON VALVE NIGH WATER MA/M LEVEL — — — - — — — — WORKING VOLUME INDEPENDENT FLOAT STEM NORMAL TIMER OFF LEVEL _ _ _ _L _ FORFLOAT JIOVMTING .. CHECK VALVE SEOIMEM SUBMERSIBLE CENTRIFUGAL ►VMP 'Q PUMP CHAMBER P�NLl.G J tA 1 , �L ITYPICA� '61 AS HEEDED � 9A Pyt•A i 1 ENGINEERING DETAILS - CSr3; ■■■■■■■■■■■■■■■■■■■■■■■■ Performance Data ■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■:x.■■■■■■■■■■■■■■■■ ®� ®i 750 ■■■■■■■■s■■■■■■■■■■■■.■■ 15 DO 60 r©� ��m� _INVIVAN Goal Wmissp sin Data ® Isp Materials of ConstructionslisssisskMs a ' w iL NORWECO praboalmont with Chlorination & De-Chlorination ffaj6L6 •T[QN AMTENANCE pressure Distribution Systems 1. Instal laterals with contour of the ground. 2. Im all bench bottoms level• 3. Instal localoobsOl"r tape M fs as Indicated onp of .thel pilot plane(m(minimum-two per 1. Instal ob with bon Ports drelnlleM with bottom extending to the drafnrock7nalive soil interface). Glue "T' to bottom a removable cap. 5. Install draktfleld during dry weather and soil conditions, any soil smearing must be eliminated by hand raking. 6. Install threaded dean-outs at the end of all laterals (cap must extend to within six Inches o1 fkgahed grade and be marked with locator tape or rebar). 7. Instal audbrvisual NO water alarm. Redundant oft switch not required . 9. Install check valve in pump outlet line to prevent system from draining back into the chamber. 10. Tee to Tee constnlctlon between laterals and manifold with orifices oriented at 6 O'clock. Install laterals to the manifold with the orifices at 12 o'dock, (do not glue), after pressure lest and Health Dept. approval, turn orifices down (6 O'clock) and glue laterals to manifold. 11. Filter fabric required over drain rock prior to backfilling. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wall. 12. Encase all water lines within 10' of draiMeld area. 13. Olvert all storm water run-off away from on-site sewage system. 14. No curtain drains allowed within 10' of the up-slope edge or 30' of the down- slope edge of the drainfleld and reserve area. 15. No vehicular traffic over drainfleld area. 16, Nonveco Guidance Manual has been provided for the owner. 17. Inspect floats and lest high water alarm every 6-12 months as ngeded. 18. All materials and workmanship must meet County and state regulations. 19, Deviation from this design without prior approval from the Designer and Mason County Heallh Department will make this design null and void. 20. All manhole lids and access, sampling, or inspection ports must have locking covers and located at ground level. 21, All pressure systems with pump chamber higher than drainfield must have a 118" hole drilled in the discharge pipe above the pump to prevent siphoning. Z2 . All transport lines under driveways must be encased to prevent crushing.