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HomeMy WebLinkAboutSWG2022-00187 - SWG Application / Design - 10/28/2025 , RT,roLi,' vi 'g m\\ 6 OCT 282025 (Re-kJ 1 ;01/ 1 , OFFICIAL USE ONLY a w -A 4 •� 14- '� tr DATE RECEIVED: I O ' ^ _ ' C „,, AMOUNT RECENED: RECENED BY: (p ; , Public Health & Human Services l+ 1 (.6 eni,gl v Environmental Health 360 427-9670,ext.400 or 360-275-4467,ext.400 Frl `C'( ��1/^, I �y O 415N.6thStreet-Shelton,WA98584 SWG a c< - (DV y 7 Zz 2 di ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE r T Het- 20 i S 0114--1 45 3 — 2-0E-56 58 c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g 2- 1 Z 14 '- '4- S - L f W U ��t..e.c.si!-.?. ?(u.4_ lA) C1d'If67 co SITE ADDRESS-STREET,CITY,ZIP CODE " 7I E r� s- Li c f- IN NAME OF DESIGNER PHONE Iw t,4,1;w %Z0..,yc// 367 - 970 - Iz33 _ NAME OF INSTALLER PHONE v I` 1 PERMIT TYPE(select one) DRINKING WATER SOURCE - I v RESIDENTIAL OSS COMMUNITY OSS h COMMERCIAL OSS PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z , , TYPE OF WORK(select one) 0 PUBLIC WATER SYSTEM r" ff NEW CONSTRUCTION/UPGRADES 5 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS ❑SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE till DESIGN FORM(REQUIRED)ESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? O r I ) ❑ WAIVER(S)(IF APPLICABLE) 3 . 3y L _IYES VINO n r DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I 0 - 64-- E A4-s.cb. et,-,1 g_ -44 L....1,.e.,I- e_ No +1-- _--,- f 1 I" l I jz u-L. 1.t.le� 5 L e�f- vi-. �� f-c s/ o I i e�-_4 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/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS �~ Vv N ��x� SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE PP�ICATION APPROVE /ISSUED BY DATE ill to -�s-2f LI - 7S- �1 ,i (A) 61 << - `(,25 T IS MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 110I I I 6t51 010I 6218I01 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. `'Scaled plot plan,including all applicable items on checklist. "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 (72 Ode5- O 18._] Designer's Name: j ue.,141.-- j2114.4. .If Applicant's Name: �.,� �c.,'.,.sw. Designer's Phone Number: 3L0--cr7o -12.37 Mailing Address: g7-I2. 460'• cr. uJ v Designer's Address: tf II/ 48 — A-.e_ /04- 1r G tha:vf:� pi ul4 wv67 City State Zip OtY"Y!"' k)# 77516 City State Zip Designer's Email "312 0,5E.Li—0./41-1V 4" dem DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU Other DRIP Treatment Level(check all that apply): ❑A ❑B ❑C ❑BLI ❑BL2 ❑ BL3 st E ❑N Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class drip Daily Flow: Operating Capacity 360 gpd Length 35 x 2 ft Daily Flow: Design Flow 270 gpd Diameter in Septic Tank Capacity(working) 1200 gal Number 14 Receiving Soil Type(1-6) 4 Separation 2 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 900 ft2 Total Number of Orifices 490 Designed Primary Area 910 ft2 Diameter in Designed Reserve Area 900 ft2 Spacing in Trench/Bed Width 13 ft Manifold Trench/Bed Length 70 ft Schedule/Class 40 Elevation Measurements Length 10 ft Original Drainfield Area Slope 5 % Diameter 1 in New Slope,If Altered % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Down-slope 9t.e in Schedule/Class 40 Designed Vertical Separation 24 in Length 85 ft Gravel-based Drainfield Required? 0 Yes re No Diameter 1 in Pump Required? Lot Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Diff.in Elevation Between Pump&Uppermost Orifice '5 ft Dose quantity 11.25 gal Drainfield Squirt Height/Selected Residual(head) 0 ft Chamber Capacity(flood) 1200 gal Uppermost Orifice eHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 6.39 gpm l$ Timer ' Elapse Meter M Event Counter Calculated Total Pressure Head 40.67 R If Timer: Pump on 4.37 ,Pump off 55.63 Comments ppkOVE ;' au og2325 MASON COUNTY ENVIRONMENTAL HEALTH Revised:6/I I/2025 Jaw DESIGN FORM—PAGE TWO Assessor's Parcel Numbed l 1 , 1. L_ L L 1 .15 Permit Number: SWG 20 co 1?l 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 0 Trench/bed dimensions and 0 Septic tank ❑ Property lines critical distances within layout 0 Drainfield cover ❑ Existing and proposed wells 0 D Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: ❑ Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ❑ Buildings 0 Audible/visual alarm referenced Yes No ❑ Direction of slope indicator 0 Scale of drawing shown on scale 0 0 Design staked out ❑ Waterlines bar 0 0 Recorded Notices attached ❑ Roads,easements,driveways, El Elevation benchmark and relative 0 0 Waiver(s)attached parking elevations of system components 0 0 Pump curve attached ❑ North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation is ❑ No /O Li/Z ---- Signa re esig Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and locaY -site regulations: I ii u AliA"-av E it 0 ntal Health Specialist Date CAUTION: DESIGN APPR Q VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped"Approved"by Mason County Public Health. 27) ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: _v3 ✓ 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. AThis form may be scanned and available for public view on the Mason Coun a bites VAIL 2025 ts NOV QLi2025 MASON COUNTY ENVIRONMENTAL HEALTH JI3W Drip Irrigation System Calculations ALPHA SEPTIC SOLUTION, LLC. Date: 10/27/2025 Job Name TIM ROISUM Site Adress 71 E RACCOON CT City, St SHELTON WA TAX ID number 22018-50-0028 f House size 3 Bedrooms It Design Load 360 Gal/Day Dose tank size 1200 Gallons (net) t Soil Type 4 'i� /U/28Iz r Dripline spacing 2 Ft . ;,', ;d',.?�i • Emitter spacing 1 Ft P.\-,• 1 $ Total dripline length 490 Ft %bv 22030834 ���18 Pump runtime 4.37 minutes i.• lC NS DDRE.IGN R�' #doses/day 24 (.%. U.:: ..�..� �-n�, Dosing interval 1 Hours Drip Line volume: 0.2375 C.I./L.l.= 0.000137 cu.ft./LI= 0.001649 cu.ft./LF= 0.0123368 gal/LF Min flush velocity of 1 ft/sec: Minimum flush rate per loop= 0.74 gal/min Total Number loops: 4 Total min. flush rate@#loops= 2.96 gal/min Avg. Length of loops: 122.5 ft Emitter dose rate= 0.42 gph Total#emitters: 490 Total emitter flow: 3.43 gpm Total flow req'mt= 6.39 qpm Head losses: Elevation gain= 7.5 Ft Head loss formula: Thru filter: 2 PSI= 4.6 Ft f=(length)(flow rate/k)^1.85 Thru longest drip line 2 PSI= 4.6 Ft 40 1 "dia PVC = 0.97 Ft k= 47.8 Field flush ball valve 10 PSI = 23.00 Ft Total Head Loss= 40.67 Size pump for: 6.39 qpm at 40.67 Ft of head Selection: Webtrol model WTE1005 Filter Selection: Loweridge Headworks 160 r PUMPCURVE 140 IMII SEL 010O 120 ��� • WEBTROL WIE1W5 mikmin. O WEBTROL WTE1605 100 KM. •90 : WEBTROL W1E1807 80Ellillig. • WEBTRCL W1E3507 60 maw milasim mum= r 40 �-�—mi ' 30 iminu �- , 2:0 11111, mg . mum am i 00 10 20 33 40 50 Cleklalaaliblitaa i 1 i ''i v E ,., ? A 11,,. NOV 0 4 2025 MASON COUNTY ENVIRONMENTAL HEALTH JBW 0 O c II O �c ) i O Q 7 C as no o 3 H O (D O .0 I O Q m3 J ....V- an(D --• n Do O Qo -' fD I I ° c y I IroF'5; •N\\ AS \\ \2.5. 1 \ II T. 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