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HomeMy WebLinkAboutSWG2007-00377 - SWG Application / Design - 9/5/2007 MASON COUNTY DEPARTMENT OF HEALTH SERVICES September 05, 2007 Pioneer Digging 3083 E Mason Benson Rd Grapeview WA 98546 RE: Design far RAINIER CAPITAL GROUP Case No: SWG2007-00377 Parcel No: 220055500003 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, W� Cindy Waite Environmental Health Mason County Health Services COMMENTS: 9/5/2007 1 of 1 SWG2007-00377 DESIGN FORM-P,' _�E ONE Pioneer digging Inc. Revision ZArC3 A design will he reviewed when 3 copies of each of Inc following items are submhted: i 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 s Cr055-eediOn sketch, Including all applicable items On checklist PARCEL IDENTIFICATION Permit Number: SWG 2066- 00377 DesillName: BOB PAY55E Designer's Phone#: 360-426-1803 Applicant's Name: RAINIER CAPITAL GROUP Designer's Address: 3O83 E. M450n Ben50n M. Mailing Address: 1122.1 PACIFIC HWYSW GRAPEVIEW WA. 98546 LAKEWOOD WA 98499 State Ei Assessor's Parcel#: 22005-55-00003 DESIGN PARAMETERS Treatment Device ❑ Glendon Bfolilier ❑ Sand Finer ❑ mound ❑ Solid Lined Drainfieltl ForAerohfc Unit-Make/Mosel: FAST .5 ❑ Dlsinlectlon Unit-Make/Model Drainfie(r(T�ke w'Pressure ❑ Bed forDraf crock ❑ Gravity raTrench ❑ Gravelees Chambers Seryrytic lank/9Jrain�'e(r/S�ieci�iealionx Catera(r Number of Betlrooms TWO Schetlule/Class SCH. 40 Daily Flow 240 Length RIE Septic Tank Capacity AT. Diameter 1.25" Recievfng Sail Type Number 4 Recleving Soil Appl. Rate 0.80 GP[212: ' Seperalion Required Square Footage 3b(S Center-led? NO Designed Square Footage 3a6 Percent Reduction Taken NIA Orifices Trench/Bed wmih —CFI Total Number of Orifices 35 Trench/lied Length }T Diameter Spacing b" Eeevation 7vtearurement 7vtanifa/e( Original Dralnfleld Area Slope 5% Schedule/Class SCH. 4O New Slope If Altered 5% Length N/A Depth of Excavation from 6-9" Diameter Original Grade —7-77 Preflered Maniloltl Configuration Will? Faye ❑no Designed Vertical Seperalion 12"+ Tramfiori Pffie Schedule/Class SCH. 4O Graveness Chambers Required? ❑Fes grae O eplums, Lenkfh �5'+7 Pump Required? rages o no Diameter — 2 Darin,antfTumf Gham(er Tumfi/Sipkon Specihcab'om Number of Doses/Da}' 4 Difference in Elevation Between Pump Shutoff and Dose Quantity 60 Uppermost Orifice: 12' Chamber Capacity 000 G L Upper Orifice Is la'Biglier ❑ Lower man Pmnp Shuloll Capacity @ Total Pressure Head 20.65 GPM pump Controls:Timer(or)Elapse Time Meter Calculated Total Pressure Read 12 2' a rimer. Pump an Pump oft' 1151 07 Pioneer Digging.IBc. Rews(on DESIGN FORM-P),,GE TWO PermiiNumber: SWG Assessor's Parcel#:22005-55-00003 DESIGN CHECKLISTS S"ca(ea`P(afP(an Sca�i(CaJfnufS(tpfc(v Crorr-Secf�'anS(tefc(f RrYeDiatie locations Rr nralnlleld orientation and layout Referenced depth from original grade: 9"Property lines l+iiremh/Deg dimemlons and orbital distances (esepoc lank id and dramflem cover depth RrEXIOng and proposed Wells within 100 If.01 within layout properly linen LXD•hos/"i"/"L"knotlo s EYCfolcaf distance measurements to cuts,banks, ImrseptiC tack/pump lank chamber location Referenced depth lrOm original grade antl and surface wafer EYbbservation poll location restrictive Ortate Cor'banlon and orientation of curtain drain and EYCfean-Oul location LwrLalerals,lrcncn/bml top antl Dollom all absorption components L(Mmotold placement ❑ curtain grain collector g"jocallun one dimension at primary system 9'Orlbee placement ❑ Sand augmentation and reserve area C$Telefal placement,with elishomes t0 edge of Cd'HDIIDinks bed other crossaecifon detdti: GorCorecooR of slope Indicator grAudime/visual worm referenced 9'Observation Paris and fieannms 9'Waleylines 5rscale of drawing shown on scale Oar 9'noogs/easements/driveways/parking Cross'seetlem Information for mound system: W'Crlllcal resource laph(11 appllcaDte) Iwyoul lnlormalion for mountl system bof North arrow and scare of growing shown on ❑ Settled cap depth at center and edge of bed state bar ❑ overall hit glmenslom ❑ pp'slope,dowoslofe,and condone Jill Width p Soewallslofse ❑ Dpslope and downslope can elevation 360-426-1603 - ° �' , ?!c(aiffona(9nformab"an ❑ Design stoked Oul PIGNEERDIGGINGINC 4�a ❑ Operation and Maintenance Notice attuned Bob Paysse Septic Designer c ❑ Walver(Oatlached naoem x k.., MPIFO 3 DESIGN APPROVAL me undersigned designer[irdOeS,IJ does nor,waive Inc requirement to he notified by the Installer of the installation and given 48 nouns 10 Perform a final Inspection prior to cover: ShOlialure of Ileselpler owe The undersigned Des reviewed this design on behalf of Mason Courtly Deparmenl of poplin Services and delermined 11I0 be in C01111410H O WHO state aim focal on-slie regulations: Gt S signature of Reath officer Dale CAUTION: Design Approval is valid only under the following COMIllfons: The design is stamped"Approved"by Mason County[reparation(of Heallb Services The on•slle Sewage Permit has got expired,the Permit 17piralbon Date Is: The system is handled by a cortllleil Installer,unless prior authOTlfallon is(grantedlsom Mason Cauniy Department of Health Services Drainlielil silo conditions have not been altered t0 adversely affect condil(ons of design approval 6 11 L /d � o PIONEER DIGGINGItNC. 360-426-1803 Directions Sheet Customer: Rainier Capital Group lot 3 and 4 , Location: Phillips Lake Come out of Shelton on Hwy 3 going north. Take a right on Pickering Rd. Follow to a Right on Phillips Lake Rd. (towards Phillips lake(. Take left at intersection onto Phillips lake Loop then another left onto ill-Char Blvd. Follow up hill to Sites on Left. Existing Mobile on hill on left side of road is just above the lots 3 and 4. lot 3 being the uppermost lot. D/f's in back of lots.And not staked out due to high amount of brush. Perk Holes are open for inspection. You may always call PDI for help at anytime. - Office: 360-426-1803 Bob's Cell: 360-507-1498 Alex's Cell: 360-507-1546 1 � R - 1� t� A y�� a +t �"�4��r>S cb {f'br •YG��+J" x>ln 4 IMF a nt, f5+t Y 1 r• ^M1r yY .�r'�� itd1 �' C tlt;� � N I w�,' s t'U�`t 'bii I y 4�a��$i h.�t,t•;i S�,T��`ttcij,�.� � c., ' .I,IY�e Sk-. ;, �. � �d � �is '�i la, � }+ �j �,, • y I �r.7 i'�' � Y �y. M{Y✓'1 t,}4�ni'Y�tt ,A,�{q j_y�3��q'A'� I> , r ,y 3(',t��, t� �, � '`� �k�I 1#its+��ty,{r1g! I �jy� ty' �y�jy���` � r 1�` • to A F � P7 � ri ` its*yy�t�' }� x,♦",tq.2 ^i�j�i a ��$jjj ry,'t•,r P .5 t . ri gal A144�6F 7\F 7v[rs� � �,Y��R� ysn4iyt�Y°n�f.. 7�. a 1 r m s r, Nr � �'`��• �a s �� ��„�'fit, � � � ���" 360-426-1803 par( 22005-55-00003 SLI- d33' SL2- 0.34-GLS ° Customer. Rainier Group Capital 33'♦MOM W.MOTT, P P ROOTS 33' ROOTS 34' Drawing: Plot Plan PIONMIGGINGnvc Drafter:Alex Paysse Waivers/Variances: 75'TO NEIGHBORS WELL Bob Paysse Septic Designer Scale: 1"-20' Scale Bar: GRAY ROAD ;n �— 50' — —� NEIGHBORS i DRAINFIELD AREA I I ——� ROPOSEP of // HOME I / OCATION oe \\ Jcz 61 M A II h II EIGHBO4L ,� ✓" D POSSIBLE2-PARTY WE ely7 WELL 1 SEP E 7007 1 WILCHAR BLVD. (40' EASEMENT) � ': 360-426-1103 Pard 22005-55-00003 k Gd3'G, SLZ- e-34'GLS u 33'+MOTs. 34'+MOTT. Customer:Rainier Capital GroupROOTS 33' ROOTS 34' Drawing: Drainfleld Detail PIONMIGGIN61 Drafter:Alex Paysse ivers/Variances:75'TO NEIGHBORS WELL Scale: V-10' le Bar: A 50, J T s� in OMERV TI N PORTS s� OAF � i b i , 4�/ —0 �� Ol aF 2 1_ 5, Io 11 \\`MANIFOLD 'A BACK SET �E I 1 P/T o /� \\ �+1P 4 . / / r ?00? / POSSIBLE\ 1 / TANK LOC\A�TION / \ ��. flOBEPT M]1165E / PROPOSED I E%V:RF'• I � BUILDING `\ / LOCATION \ \ I 1 / \ 360-426-1813 Para 22005-55-00003 su- a33- su- o-34GLS 33".° Customer:Rainier Capital Group ROOMOIL'. ROOTSW-M W P P ROOTS 33' ROOTS 34' Drawing:Cross-Section PIONMOIGGINGINC. Drafter:Alex Paysse Waivers/Variances: 75'TO NEIGHBORS WELL Bob Paysse Septic Designer Scale: N/A Scale Bar: ^J ry REMOVABLE CAP OBSERVATION PORT W/ICV BOX FINISHED GRADE owo I I = I KAINROCK FILTER FABRIC ORIGINAL GRADE N T I 1.25" LATERAL I I I I I I t I I I I , I IN N360 V ry I SEP 1200) I RESTRICTIVE LAYER � ;9�1u1i P[OERL HE WYSSG EXPIRES 360-426-1603 Par✓,_- ... 22005-55-00003 Notes: ° Customer:RAINIER CAPITAL -ALL RISERS ARE TO BE CUT TO FINISHED Drawing:ATU&P/T DETAIL GRADE COAL WIRING IS TO BE DONE BY PIONS MGGINGINc SS Drafter:Alex Paysse HOMEOWNER OR A LICENSED ELECTRICIAN Bob Paysse Septic Designer Stale:N/A 4"CLEANOUT 8"PVC R15ER W/REMOVABLE CAP 24"RIBBED RISER W/SCREW ON LID FAST INSERTABLE UNIT FROM OUTLET FROM OUTLETPIPE IN OFATV TO FOUNDATION INLE"TOF PUMPTANK AEROBIC TREATMENT UNIT FAST 0.5 ULTRTA-VIOLET DISINFECTANT UNIT ALARM BOX MOUNTED ON 4'+P05TOR HOME HIGH WATER ALARM WARNING LIGHT 24"RIBBED RISER W/SCREW ON LID FLOAT TREE W/QUICK DISCONNECT CHECK VALVE&QUICK DISCONNECT UNION TRANSPORT LINE TO DRAINFIN P ELECTRICALCONDUIT _ry LUUf f000 GALLON INLE11 HIGH WATER PUMPTANK 15 FROM OUTLET ALARM OFATUTO INLETOF ` PUMPTANK PUMP FLOAT °W'ybp LOW «� WATER ALARM PUMP(SEE PUMP DETAIL PAGE) E%FI''t PUMP BUCKET 360-426-1803 Pam 22005-55-00004 Notes: ° Customer. RAINIER CAPITAL -Use ball valves to equalize dosing Drawing:MANIFOLD DETAIL -Riser should be installed to finished grade PIONIH DIGGING IN Drafter.Alex Paysse for access Bob Paysse Septic Designer Scale:N/A 5117E VIEW Or VPLVE DUX 1.25" DPLL VPLVE( I Tr 0 1.25" FLEX PIM 1.25�LINES 2" 5C1, 40 T. 1.25" CHECK VPbVE(f M) 1.25" CMV&W5(M) 1.25" P&L VPLVE (fYP.) FM Aid SEP 001 2" 5cr, 40 T.L. ® afar V1Ew or va.VE L30X CM L25" F FPFF iNE5(fW.) �P Mpy/ NOBERI rySyY34E EXPW I GRAWFOS EFFLUENT PUMPS EF33E EF- - SPECIFICATIONS •Capacityto 120 GPM •Heads to 90 feet •Discharge size 2"female NPf •Power cord 10'or 20' •Solids 3/4"maximum - MATERIALS OF MATERIALS OF CONSTRUCTION CONSTRUCTION •Stainless Steel •Stainless Steel •Engineered Composite •Engineered Composite FEATURES& BENEFITS APPLICATIONS FEATURES& BENEFITS •Lightweight •Graywater pumping •Lightweight APPLICATIONS •Septic Tanks Effluent .Corrosion resistant •Graywater pumping •Corrosion resistant •Manual or automatic •STEP Systems •Manual or •Septic Tanks Effluent operation •Water transfer automatic operation •STEP Systems •Field replaceable power - Field replaceable power •watertransfer - . .cords - PUMP MODELS cords EF33.1/3 hp,115 or 230 volt, •Continuous duty when fully SPECIFICATIONS •Continuous duty when fully 1-phase submerged d •1/3 hp,115 or 230 volt, submerge EF50.1/2 hp,115 or 230 volt, •Fluid Temp.Range: 1-phase •Fluid Temp,Range: 1- hase 32°F(0•C)min. P 104-F(327 °C)min. •Capacity to 64GPM EF75. 3/4 hp,230 volt, 104°F(40•C)max. 104°F(40°C)max. •Heads to 27 feet 1-phase -Discharge size 1-1/2'. AGENCY LISTINGS EF100•1 hp,230 volt, AGENCY LISTINGS female NPf ® UL Listed 1-phase ® UL Listed - •Power Cord 10'or20' Flf.I UL Listed to Canadian EF150.1-1/2 hp,230 volt, ,© UL Listed to Canadian •Solids 3/4"maximum safety standards 1-phase safetystandards u nu Po ' Ff eEF1'FF EF Ev x6 Ff E9°7 105 1" `i'DIS , 3930E S se. wzo 10 lOmiis0H 5 II}edRxPz0.:I�5sR60FY./;j,i1l 0lsoEll5za9l t1.m Ye1o1400ez InInO50a4tl 0 'I6 aP ID] 50 30 40 30 1051 10 11 35 16 0 60 1B 10 30 0 36 11 1O 20 65. xP 42 60 30 y 30 x0 36 SO Fy x6 dx 0 0 20 34 o m xo }0 MI so so 30 0 1a x0 30 40 so fi0 z0 ao s0100 n0 1m 60 US.GRLLON3PFHMIXUIE 45 15. LLS.OLLLON3 PERMIHUR 0 PIONEER DIGGING 3G0 4264,03 Bo6 Paysse Washington State Oaute'WastervaterrDesigner Installation Pr Maintenance for: Pressure System this syste Wi/I— i!1 Not require a .05 Fast ATU. (Circled one applies) Install Aquaworn control panel as per design If applicabic. Install risers to surface on septic tanK (or ATU) and Pump to 1c as per design. ly,Wall checK valve f*union in transport line within bmV W. (yam No curtain drains allowed within io' of the upslope edge and 30' of the downsiope edge of drainfield or reserve area. _ w All Materials and worvmanship muss meet County and State Regulations Deviation from this design without prior written approval from the designer and Mason county Health Dept. will ma4 this design null and void. cd�The prepared plot plan is not a survey; it is the owner's responsibility to verify property line locations, all easements, and encroachments prior to installation. Any discrepancies must be re ovied to the designer immediately. this design is intended to meet State and local health dept. requirements that are related to the system being proposed. Any placement of proposed buildings or other non related Items on these drawings may or may not meet 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. Iff—Install this system in dry weather. ,{Trench bottoms must be level. Follow the contours of the slopes, For protection of the drainfield, no traffic is allowed on top of the proposed-7Irrjnfiild 'aro(a)c, (F(Encroachmeni of house and /or driveway Into drainfield areas may render this dssign anC'eite unusable. 7' All roof drains and downspouts shall be directed away from drainfield areas. � 0 PIONEERMGGINGIN1426-11303 Orainticld should not be installed into depressed areas where surface water can collect. All ading over drainfield must provide proper surface water run-off. Although the homeowner can taKo out his own permit and wire the system himself, it is r ommended that a licensed electrician be used for this part of the system installation. If there are any mislaKes or damage during the wiring process, neither the designer nor installer is responsible. ❑ Other: ❑ Other: ❑ Other: t e9G (Designer's Signature aZ Stamp: 1r I 'p9Cf61i N��WVB6E v SEP 5 2007 4?