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HomeMy WebLinkAboutSWG2021-00638 - SWG Application / Design - 11/18/2021 (2) MASON 415 N 6TH STREET,SHELTON,WA 98584 ,r COUNTY SHELTON:360-427-9670, EXT 400 COMMUNITY SERVICESRA BELFAIR:360 275 4467, EXT 400 ELMA:360-482-5269, EXT 400 fay !' Building,Plann,ng,Env,ronmentat Health,Community Health FAX:360-427-7787 On-Site Sewage System Permit: SWG2021-00638 APPLICANT EMPIRE HOME CONSTRUCTION LLC Phone: 1.253.753.1530 Address: P 0 BOX 241 KELSO, WA 98626 OWNER EMPIRE HOME CONSTRUCTION LLC Phone: 1.253.753.1530 Address: P 0 BOX 241 KELSO, WA 98626 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: E Annas Way Primary Parcel Number: 220175200001 Permit Description: New 3bd ATU to drip- REVISION Permit Submitted Date: 11/18/2021 Permit Issued Date: 06/21/2022 Issued By: Rhonda Thompson Current Permit Fees Paid: $475.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/29/2024 (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 Drain field 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: www.co.mason.wa.us/health/environmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. ,�• 'C2-.• \ b 1N t)F"SICN FORM• PAGE,ONE Assessor's Parcel Number:1-t .1 ..j - — ? `' — 0 0 d, 0 ('. i design will be reviewed when 3 copies of each of the following are submitted: v Completed design form that has been signed and dated, v Scaled layout sketch,including all applicable items on checklist c-r Ic-;alert plan,including all applicable items on checklist. v('rass seetioft sketch,including all applicable items nit checklist. This form may be scanned and available for public view on the Mason County Web site, I fax//wire d5a u 1.5 11 .A 1;'"" PARCH,IM)EN'l WIC.I"l`ID,' Permit Number: SW(t ,i %Gig"' 3' _._ Designer's Name: ADAM BUN T"L i Appl`ieant's Name: LOREN DUVALL/EMPIRE CONE Designer's Phone Number: 360-753-1226 PO BOX 241 PC BOX 162 Mailing~Address: Designer's Address: KELSO WA 98626 OLYMPIA WA 98507 C ity State Zip City State Zip_.a_,_. _.w._ -..._ EIS Its. _.� _ _:_. .. Treatment Device 0 Glendon IJiofiller 0 Sand Filter El Mound 0 Sand Lined l.)ratrsiield 0 Recirculating Filter, Type: _Ye ffefAerobic'Unit Make'M del NUWATER BNRS'A• 0 l)istnfectinn Unit Make/Model v____ Other: I)rainfield Type O Gravity ity 0 Pressure 0 Trench rl lied iel Sub Stu face Drip J Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schcdulc;'Class tir4.4 e Daily Flow:Operating Capacity 270 gpd Length 4(+c? ft Daily Flow: Design Flow 360 gpd Diameter 6. '. in t Septic Tank Capacity 1200 gal Number 18 Receiving Soil Type(I-6) 4 Separation 1 a 5 fit Receiving Soil Appi.Rate 0.6 gpdift' Orifices Required Primary Area 600 tt# Total Number of Orifices 0 Designed Primary Area ROO ft` Diameter twit, es,hieetL.i in Designed Reserve Area 600 f"t' Spacing !'7-- in 'I'sntch`Hod Width 44.41' ft Manifold "french' length Dft-tr ft Schedule/Class qa Elevation Measurements Length A(_i... 6,i5 ft Original Drairdield Area Slope 3a Diameter 1 in \css Slope, II-Altered .f % Preferred manifold configuration used? IFf Yes 0 No Depth of Excavation tin-Ave 6 in Transport Pipe from Original tirade Down4lepe6 in Schedule/Claw 40 Designed Vertical Separation >t~s. in Length ' '.a ft Ciravelle s t'hatnbers Required? El Yes Iii No 0 Optional Diameter 1 in Pump Required? if Yes 0 No Dosing and Pump Chamber Pump/S►phon Specifications Number ofdoses'day _ '2 Difference in Elevation Between Putnp Shutoff and Uppermost Dose quantity 1) gal Orif i, x ft Chamber Capacity 1200 gal Uppermost Orifice lif Ilinker 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity to Total Pressure Head 12..1 - g*pnt 1 `f'imer° li 'E lapse Meter fgli.vent Counter Calculated Total Pressure Head _ ill cO ft 11 'I imeat: Pump on t) 6At-i ,Pump off `—. 0 Comments APPROVED JUN 21 2022 MASON COUNTY ENVIRONMENTAL HE' K ET Printed from Mason County DMS , , im:siu\ FORM—PAGE TWO Assessor's Parcel Number: i o 1 7 — c 1- -- 0000j Permit Number SWG 1)I:s1CN CIIEC'KLIS IS Scaled Plot Plan Scaled Layout Shcieli Cross-Section Sketch g Test hole locations g Diatntield orientation and layout Reference depth from original grade: ET Soil logs El Trench/bed dimensions and El' Septic tank O Property lines critical distances within layout t Drainfield cover Ei Existing and proposed wells g D-BoxiValve box locations Reference depth from original grade within 100 ft of property g Septic tanldpump chamber and restrictive strata: El Measurements to cuts, banks, and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom 0 Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption Ei Manifold placement 0 Sand augmentation components kf ()tit-ice placement Other cross-section detail: g I oration and dimension of g I.atei al placement with distance 0 Observation ports/clean-nuts primary system and reserve area to edge of bed Other Information EI I ha dings g Audiblevisual alarm referenced \'es No El Direction of slope indicator g Scale of drawing shown on scale 0 g Design staked out g Waterlines bar 0 0 Recorded Notices attached g Roads. easements,driveways, 0 0 Waiver(s) attached parking 0 0 Pump curve attached 0 North arrow and scale drawing D El Evaluation of failure shown on scale bar Non-residential jusidicatillo 0 0 Waste strcnoli El 0 Flow DESIGN A PPROVA I, I he undersigned designer must be notified by installer at time of installation Ff Yes El No _dir _____ ____ - Lif/k.'s if gnat of Desii,mer Date The undersigned has reviewed this design on behalfof Mason County Public health and determined it to be in compliance with state and local on-site regulations: \RA _ tivt/-1 k 130_11_, I ironmental Health ecialist Date CAUTION: DESIGN APPROVAL IS VAIID ONLY UNDI I('HIV FOLLOWING CONDITION: / The design is stamped-Approved"by Mason County Public I Icailli, ktici L-2-1 v The Onsite Sewage Permit has not expired. the Permit Expiration Date is: v Draiiilield Site conditions have not been altered to adversely affect condition of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. APPROVED An Installation Fee is required. This form may be scanned and available for public view on the Mason CountittsttitsitZt22 MASON COUNTY ENV1Rti'"TAtIffierik2°15 RET Printes: :' roi' .' Mason Citunty it i\AS Printed from Mason County DMS 0 . O NO 0 M N N O M O h M M M N c n 0n O . N M Z i0 t00 i0 M " N 4 0 d N M m V 0 0 a C N w L.- 00 CD 4—) w -0. N CAN N N Z N O p O D a d N OV' )S C ] 7- O O O 0 0 0 /R N O o o 4I c m O. c 2....6.S Y 2 S o ,i�/V f0 ? o d d d a a c o rn o a a.0 o F o o f a o'o ai 0 o . LL Q N �n w >> y N m E t m m m -`m o v11; T T N C O m Pak 'L' y N > c c0 L N '0 6> c 2 LL LL 0 O> O N O ^ K� EO. 2m NNE cf. m N m�..g Q pop � 0. L i®N N Z®®w J J F O O_ N LL N V J T .n N'O N o w d d 30.- E m a m-o .)T -'o a s g 0 a d m u_TNc U o E b`o o `o � w� � n ° �� ��v«= E cw= ya.� ada c row .lita na « 03IE o 010 o c c .Zf 10 cc GcN0a o ® 0O O y o 0 o' E c m=2 rn._ O LL c w u o o f > ;J LL E.0.E m .c m -n c E - m a O w O aE 3.ra � Q cl" c e-zzz o y o 8 ad� c 7.3 � a2aT EEOwEO m 0 E c, .J a E o oo E 0 o E E o` m Q 2`� U. �` m a p 4 E a)c E E a c 0 0 u <2 io < c E E d o O aaa 05 oo a..5 , 0 e can 2 m0y w 2 > O 0 .O c a m m O o. al N v o -K F d c Ir.) o C o o m Z ._ a Do o�N c o- u1'0- _ o m (/) p E ¢ 1-1- w m F(n CO a Tom®.ci 070_m W> y = .N. C �7 d d o N O `� m p c o c fn 0 O •cs . y m U N o ci o a F H d o d H O V fn c rn 'O� 07 0= o W J Din d j U1 p0 f0' o c- o :r c 5 d a .a O :° N 0 = o '0 U O O m m U O E U. O T y lL w 0 O c W CD ~ E c. Tor 2" 10 O J y U m (/) 3 a m J o 'm 2 0 c.-. a U c A li N N F- m a a y ao 0 9 2 I m m 0 -p = o m y = v m C Qa O o i+ Rf 13 CD APPRov ® o JUN 21 2022 0 ��enr�,i nn�i�.,...,�.. LL ti'UIRONMENTAL H LTH w c RETa a) 0< w < z (▪I) 3 FifCD a: v CI >z oLa0N N m 0 0 Q Z C'=N > w• ;wW0 n. W O /- ONm r°Q •W O a. 0 t .. a. d N 0 c 0 w N 0 O ® O Q. (3 v z, ( d S N g -- - w L N Q O. N a 0) O Ot N O W O O N N v U d .L ° a o > cr a LL o E ? o '' a 2 0 m Q LT: m `j f. `p 3 N E Z O F O T 0 co d w ® LL --. z N " m ai 3 a R m = N 0 O IL OIX CD ci) E w O E a m 0 Fm w) m o N w V N ® T (n ro O. O -- a �, m a E _ T 'a H u v a _ • m - a 9 m d £ - a o a a - 0 N Q 'm rn 3 E o o m n _ N • C� y. 2 0_ as o M 3 E w m o o `cc O W m <w o m c m a or m m J H N E 0. 1.) O. E rn Z CO m 0 O. ++ d m +n' AO 1 c. 4,1 —...-.......,,73-.,-i. ... 0....• IIIIIIIr "z 11'..... = •1=r1= + g w:?. \1 m ,y,. 2,a'cria�co •;. a-' , _ :, . , Orenco Technical Data Sheet SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect-software. Pump Curves 500 1 I f I I I 1 I 1 400 1 I 1 l I 1 1 PF10 Series,60 Hz,0.5-1.0 hp PF20 Series,60 Hz,0.5-1.5 hp — 400 350 1PF20151 t. TtPF1010 4- 350 4 c ,c 300 0 300 IPF1007 PF2010 I 1 250 2504PF1005 ct 43 41 200 200 E PF2005 ate. 150 1 100 ca 100 \ ea . t 50 �. 50 • 0 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute(gpm) 900 PF3050 - PF30 Series,60 Hz,0.5-5.0 hp w. 800 m 700 I 1PF3010I .' 4_••" .:0 N F2 —PF3007 IIIIIIi„, .. ;, ff=L 'il 0 5 10 15 20 25 30 35 40 45 APPROVED * +i 4% ~ ' Flow in gallons per minute (gpm) JUN 21 2022 --. MASON COUNTY ENVIRONMENTAL HEALTH RET NTD-PU-PF-5 Orenco Systems®•800-348-9843• +1 541-459-4449•www.orenco.com Rev.3©01/21 Page 4 of 5 (D000000eoG D 2 O 0 - Z - -p -D a -I m n - o c 0 O P 0 m > v m O O 73 '9/�/ X O D 0 00 00 N"I S n H - v E m m m w ',iI_ (� D O - W 0 0 0 o I D C z ( 0 w r A A W D C A i 0 �_ m CO 1 7- ,.< NJ \\ c.) 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