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HomeMy WebLinkAboutSWG2025-00293 - SWG Application / Design - 7/25/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 at ': BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00293 APPLICANT BUECHEL ET AL AARON Phone: Address: FRANCES L JANNY SHELTON, WA 98584 OWNER BUECHEL ET AL AARON Phone: Address: FRANCES L JANNY SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 121 E SHARPE ST Primary Parcel Number: 322325078009 Permit Description: New 3BR SFR - Nuwater+ Oscar(TLN) Permit Submitted Date: 07/25/2025 Permit Issued Date: 09/11/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/04/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED. MASON COUNTY DI - �ot5 C Cn COMMUNITY SERVICES AMOUNT RECEIVE9: � RECEIVED B'I: W twn} o m — • Public Health)Community Health/Environmental Health) �q 415.N.6th Sue t aWaon.WA E584 e.t.�e SWG a.0;6 - Door !3 N o a l$N.6lh$:text Shelton.W49P,$8< o Z Cl) ON-SITE SE AGE SYSTEM APPLICATION z X m n APPLICANT .. PHONt 7C r Aaron Buechel (360) 490-5302 z C MAILING ADDRESS-STREET CITY.STATE ZIP CODE 1 ...`,7 N • I o g 6381 W Shelton Matlock Rd .� Shelton WA 98584 SITE ADDRESS-STREET.CITY,ZIP CODE \I N121 E Sharpe St V Union WA 98592 `'' NAME OF DESIGNER f NI PHONE I N Arrow Septic Designs, Inc - (360) 898-2255 NAME OF INSTALLER COI PHONE I N.) 7) Iw PERMIT TYPE(seleo:one( DRINKING WATER SOURCE 0 — ll RESIDENTIAL OSS ECOMMUNITY OSS EcommERcIAL OSS 5 PRIVATE INDIVIDUAL WELL S PRIVATE TWO-PARTY WELL 2 N TYPE OF WORK(select ones Lp PUBLIC WATER SYSTEM re NEW CONSTRUCTION I UPGRADES ff.REPAIR/REPLACEMENT OTHER DETAILS;seleC ail mar apply) 0 TABLE IX REPAIR I CP 0 SURFACING SEWAGE 0 EXISTING FAILURE ClSHORELINE SUBMITTALS CO pO LYI DESIGN FORM(REQUIRED) ' LOT STE SEPTiC DESIGN(REQUIRED) BEDROOMS 7 WAIVER(S)(IF APPLICABLE) 3 BR 80' X 200' 0 DIRECTIONS TO SITE AND SITE CONDITIONS !ex rocked gate) At the traffic circle take the 3rd exit and zoom up the hill. Go (R) at the traffic light and head co I op out E Brockdale Rd which turns into E McReavy Rd. Turn (R) onto E Dalby Rd. Turn (L) onto r I o Hwy 106 W. Turn (L) onto Orre Nobles Rd. just after Robin Hood, Turn (L) onto Sharpe St. o Destination on (R). Enter through second jobsite on R with Yellow sign: "South Shore Ent - Lot I O 2" and address #111, walk to back of lot, go into woods to the (R) for test holes. W SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. CD — OFFICIAL USE ONLY BELOW THIS LINE --- UPGRADE/FAILURE SOURCE(for reporting purposes; 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS It P i , 1,06 I'I ���I(V 1i � cp Cam- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V-VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E-EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. TOR IG T RE DATE APPLICATION EXPIRATION DATE AP TI APPR VEO ISSUED BY DATE 61-4-25 (AC T IS AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12;7,2015 OFFICIAL USE ONLY All". MASON•ASON COUNTY DATE RECEIVED: Cn > ) C CD AMOUNT RECEIVED: RECEIVED BY: # 03 Cn - - _ Public Health & Human Services o � eh Environmental Health 360-427-9670,ext.400 or-360-275-4467,ext.400 � /; 415 N.6th Street- Shelton,WA 98584 S W G [O O aa�1 5_ Z 2 ui ON-SITE SEWAGE SYSTEM APPLICATION > r x APPLICANT I°-"-`= MC m Aaron Buechel - I (360) 490-5302 z C MAILING ADDRESS•STREET;;iTY.STATE ZIP COCE ----- -7� _ g -•- 6381 W Shelton Matlock Rd C�Ln Shelton, WA 98584 0 co 517E.ADORESS-STREET,CITY,ZIP CODE --:. = 121 E Sharpe St r=-''- Union, WA 98592 (- Iv NAME OF DESIGNER ('; RHOf`c a N Arrow Septic Designs, Inc , (360) 898-2255 l NAME OF INSTALLER ,� C ) RHONE 0 I N Arrow Excavating - John Gillila .-. ,, . (360) 898-4388 <• w r^^ERQMiT TYPE(select one) ^v" G WATER SOURCE O 1�,1;RESIDENTIAL OSS ECOMMUNITY OSS EC MMERCIAL OSS 57 PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z I N TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM , f:NEW CONSTRUCTION/UPGRADES ffREPAIR`REPLACEMENT OTHER DETAILS select all that apply) 0 TABLE X REPAIR I CP ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE SUBMITTALSMI co LZ Pr DESIGN FORM(REQUIRED) hJ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER art/2025', O r I O I ff WAIVER(S)(IFAPPLICABLE) 3 ' 80x200 Q YES NO cl I V DIRECTIONS TO SITE AND SITE CONDITIONS (ex Ictkec gale) At the traffic circle take the 3rd exit and zoom up the hill. Go (R) at the traffic light and head co I co out E Brockdale Rd which turns into E McReavy Rd. Turn (R) onto E Dalby Rd. Turn (L) onto r I o Hwy 106 W. Turn (L) onto Orre Nobles Rd. just after Robin Hood, Turn (L) onto Sharpe St. o Destination on (R). Enter through second jobsite on R with Yellow sign: "South Shore Ent - Lot I o 2" and address #111, walk to back of lot, go into woods to the (R) for test holes. w SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. CO OFFICIAL USE ONLY BELOW THIS LINE ---------- UPGRADE/FAILURE SOURCE(for report mg purposes] ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: iNSPECTOR SOIL LOGS COMMENTS/CONDITIONS RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 t DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 3 2 — 5 0 — 7 8 0 0 9 A design will be reviewed when 3 copies of each of the following are submitted: v 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. V 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.:\lazimarm paper size: I I".1 I . .' ,. - ' . PARCEL IDENTIFIGATION Permit Number: SWG 2025-00293 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Aaron Buechel Designer's Phone Number: (360)898-2255 Mailing Address: 6381 W Shelton Matlock Rd Designer's Address: 171 E Vuecrest Dr Shelton, WA 98584 CityState ZipUnion, WA 98592 City State Zip Designer's Email paulaj@hctc.ccm .. . :•.:-r, . . , • .DESIGN PAR:,. TERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filtcr 0 ATIi NuWaterBNR-500 IA t)d1Gt500 gal pre-trash Treatment Level(check all that apply): ❑ A 0 B Cl C 0 BL I 0 BI.,2 Z BL3 71 E El is Drainfield Type ❑Gravity EZ1 Pressure 0 Trench 0 Bed lief Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim .42 gph Daily Flow:Operating Capacity 270 zpd Length 5'coil-25'long ft Daily Flow: Design Flow 360 gpd Diameter .66 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 8 coils Receiving Soil Type(1-6) 4 Separation .5 ft Receiving Soil Appl. Rate 0.6 gpd/R2 Orifices Required Primary Area 600 tt2 Total Number of Orifices 50 x 8=400 Designed Primary Area 600 ft2 Diameter emitter in Designed Reserve Area 600 ft2 Spacing 6 in Trench/Bed Width 13.5 ft Manifold Trench/Bed Length 45.5 ft Schedule/Class 40 Elevation Measurements Length 45 ft Original Drainfield Area Slope 6 % Diameter 1 in New Slope. If Altered 6 % Preferred manifold configuration used? Gli Yes 0 No Depth of Excavation up-slope 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 16+ in Length 40 ft Gravel-based Drainfield Required? 0 Yes Cl No ✓ Diameter 1 in Pump Required? 56Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 350 Ditil in Elevation Between Pump& Uppermost Orifice 5 ft Dose quantity 1.03 gal Drainfield Squirt Height/Selected Residual(head) — ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice Ili'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity( Total Pressure Head 9.2 gpm V Timer 0 Elapse Meter 0 Event Counter Calculated Total Pressure Head 7.0 ft If Timer: Pump on 22 sec ,pump off 3 min-44 sec Comments PPROVE ..SEP 1 1 2025 .sed:4/14/2025 MASON COUNTY ENVIRONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 3 2 — 5 0 -- 7 8 0 0 9 Permit Number: SWG 2025-00293 DESIGN CHECKLISTS f Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trenchlbed dimensions and g Septic tank g Property lines critical distances within layout QC Drainfield cover O Existing and proposed wells lig D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: Measurements to cuts.banks.and locations Q( Laterals, trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of 6g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: lil Location and dimension of gObservation orts/clean-outs primary system and reserve area Lateral placement with distance P to edge of bed Other Information 66 Buildings g Audiblelvisual alarm referenced Yes No Direction of slope indicator 121 Scale of drawing shown on scale 111 0 Design staked out Q1 Waterlines bar 0 lir Recorded Notices attached g Roads,easements.driveways, p Elevation benchmark and relative 0 g Waiver(s)attached parking elevations of system components g 0 Pump curve attached g North arrow and scale drawing 0 Il Evaluation of failure shown on scale bar Non-residential justification A : 0 g Waste strength C ./ 0 ❑ lief Flow D!._.• N. • :.: ' • 11•0 The undersigned designer must be notified b • . 'I lelof a tif Yes 0 No ✓ fit. ��` PAULi�JOY*JOHIN '7'� N4 ,41 9—`?` Z.S Signatur, •��1` ` p11+GN1ft':s Date REs 09/,3& The undersigned has reviewed this deign on behalf of Mason County Public Health and determined it to be in compliance with state and local o -site egulations• Cri q—«- 5 Ei ,itil tal Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: / The design is stamped"Approved"by Mason County Public Health. __ ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: !'— II-- 7,1( ✓ 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. This form may be scanned and available for public view on the Mason County Web site. Revised:4/14/2025 J`'' 611i£3 3.;41 Z0 N n�7� ;E-A B ir'k8 - — -- — `�- * - 08.BLZ- - • 6Z54Z 'tv dS 9S't!£t. h J = _ O £C•OOt _• BY66 _- COL^'•/ ^ U k I L6.66 ( ---- -•J-- - J p .�. •M .it,1LZ0 S• I G� C p I 3 0 i U 1S §h LU - • a • ' m gi � 'a — —- , s 3 • • t 1 w •! •I k 1 I a u: l i- • Q. V Z. '"'-—-.4-a-— —--— g Eh 1 '1, at • -t 1 i }-- k) Zt rs4 m Ittt la ,, �� ! •� O i i t�e v Di 0 1S NS':a1 virr 3.640LZO NN N • O �i !ti V u 5 r'tx•t g F o 1ZZ '�w�tc:i II y ' let W 4t_ Z v' V t ��N I Lt i W� SiQb; i.u. r ,.: . 1 si ;p.c.= 1 ,. ; 7c. .( ... gOWit H"------° c Illia i 1 Q. _LI a-_,,, 2 y z�' fi 4— - — Y 4 I afdQ F K Si i Ni u 1i I tp O z r; Lti wi..1- I------ 2-.._._ - 3 z a 0 - EE. .4. U, w 01 i §? cc g;— bOCrOOL .9z 64zo N i t ...IA,. �,` :Li;J.Itp�y=W 3.93,6GL0 el O i k R 6SZSL 3.£S-L:.LO N E / 3 SS11.Z0 At \ \ 2 a V igi WgAPPROVE - 4. 1 Q d SEP 1 1 2025 t . m ZZ 1. 1 Q W,' h .'I o _ N COUNTY ENVIRtN HF,P1LT > 3f am�}t m i-- .1 ,Qr ,uiz • JB g ! 77�p , z V Z Wur u4c ( `Luf V L M1 28E V 1 A tt E t1*- J trL�; • . 1 Q e. l2r1432232-50- -I8009 L A • i 1 , ,-:4 \ i 1.2A��,uU, ` i wry � __ �Z 1 Z s>� �O �r � d i /\\ t i � xey: 0 Audio-Visual Alarm _ \ z _ ( i O Cleanout Q� O • f t fR'`t5`a i �00 Gallon Pre Trash Tank W' O ,FAi2K ''.ta DS= t �� e 1 U NuWater BNR-500 Pretreatment Tank / Ci 3 1,000 Gallon Single Compartment ` LA S? \.), . „,f` Pump Chamber/Clarifier Tank \,,,,A.J. l' -N.p., ... . --\ Lef. . ,5 /' ---- 1'.4 1 vik(L \ 1 \ t,P.,,/.; pAe.s.,r-42..-____,...--- , /1"5 1:› j'-'."— 4:7,' . -j( *1) 4 0 w444,...V k 0 Q I sie2u :L. y^' ?�QZ PAULA JOY JOHNSOt4 .?\IN ll **Note to installer** EXPIRES ri Sleeve waterline when within 10' `1 of septic transport line. Maintain APPROVE ALTH_ 10' minimum between water line and septic tanks/drainfield. `' y.' MASON COUNTYSE�ENVIRON7M25ENTAL HE 3 e;, —7 Jsw NuWater ATU Pretreatment to OSCAR at-grade drip design Calculations Friction Loss Calculations: F = L(Q/K)1.85 F=friction loss through pipe in feet of head L= length of supply line in feet Q= Flush GPM K=47.8 (1" sch 40 PVC pipe) Table XY Design Flow Total Coils #of lats Coils per lat Dose GPM Flush GPM Excess TDH 240 5 5 1 1.75 9.75 50' 360 8 4 2 2.8 9.2 _ 50' 480 10 5 2 3.5 11.5 50' 600 12 3 4 4.2 9 50' Coils must be arranged in a single line F=40 (9.2/47.8)1.85 F= 2.0 Total Design GPM= Flush GPM =9.2 GMP discharge at Drainfield = .42 gph/60 min per hour x 50 x#Coils= .35 GPM x#Coils= 2.8 GPM Total Head = Friction Loss+ Elevation from Pump Tank to OSCAR Coil Drainfield Total Head =2.0+5=7.0 (7.0< 50' excess TDH—OK) Dose Volume = .35 GPM x 8 coils/22 sec (per manuf.) x 60 sec per min = 1.03 gallons per dose Timer Settings: set at 360 GPD 360/1.03 gal per dose = 350 doses per day 1,440 minutes per day/350 doses per day=4.10 min per dose cycle (incl. on &off) On Time =gallons per dose/gallons per minute On Time= 1.03/2.8 GPM = .368 min =22 seconds14:' Off time=4.1 min—.368 min = 3.73 min =3 minutes&44 seconds ti°' ` �; Q ppROVE ! 510034E j Y4 PAULA„CY JCHNSON �f� sEp MASON COUNTY ENVIRONMENTAL - 9_ _ZS OSCAR at-grade drip design Calculations Basal Area Calculations: Base Design Criteria: 360 gpd design flow, soil type 4 (0.6 gpd/ft2),sloped site (>5%slope) Basal area required = daily design flow_soil loading rate 360 gpd _0.6 gpd/ft2=600 sq.ft. Coil length= 8 coils @ 5' diameter(8 x 5'=40') with 6" coil spacing 7 x 6" = 3.5' =43.5' Minimum shoulder width @ 6" (2 x 6" = 1') = 1' 0 Minimum side slopes at 1 : 1 slope @ 6" (2 x 6" = 1') = 1' Minimum basal area length = coil length+shoulder widths+side slopes =43.5' + 1' + 1' =45.5' Basal area width= required basal area_minimum basal length = 600 sq. ft.+45.5' = 13.19' or 13.5' Basal area dimensions=45.5'x 13.5' (614 s.f.) Media: OSCAR drainfield: ASTM C-33 sand media: as per Washington Department of Health's Recommended Standards and Guidance for Intermittent Sand Filters. Supplies/Control Panel: • Order NuWater-O kit that does not come with a control panel • Control panel comes with Oscar Kit to serve both the NuWater and the Oscar OSCAR authorized dealer supply kit contact info: N • H.D. Fowler, contact Jacob Gober(Tumwater) phone: (360)459-7300 !i • Ferguson Waterworks (Silverdale) contact Zach or Daryl 360-697-1510. � O • Iconix Waterworks, (Tumwater) office (360) 539-7518 • tu-',, • J. A PPROVE ,�\� ter•,: as., ..� ;. .tc PAULA JOY JOHNSON- •� SEP 1 1 2025 ;: Er,PSIS 1/I3� MASON COUNTY ENVIRONMENTAL H=.=..:i ZS JIBS Q m o. a • z cc ' II t • • Lr 1 I: v'.... • J y • i u. ..rt'Fa---.--91 ....1:::.:1-..-:.::.:.-.....-..-: 74, 1 1 I i C I n.... I Aim li . 1J. . HlCIM 1VSVS --- � ppROVE ,,,piot 4' SEP 1 1 2025 ',,,� MASON COUNTY ENVIRONMENTAL HEALTH J BIN I I i OSCAR-Il i s`I 1 i I . ..f 1 I I 1 1 i I p �� fl}WY-✓ ..rWr'-v?`- —v�fYM'-vt..va �GC?¢C`..k0?G.7c7tti•�AxQ?Ql4.+l4Alil R'LC P 1 I I 1000 Gallon 1000 Gallon Pre-cast Concrete Treatment Vessel Single Compartment Discharge Tank I i LOWRIDGE ONS1 T E ECHNC_OGIES I DRAV•.'IN3:D.OSCAR-:i SCALE:NTS t DRAWN BY: DBM ! OK BY: DAv=LOW= DATE:08.04.2018 P P RO YE • SEP 1 1 2025 MASON COUNTY ENVIRONMENTAL HEALTH 1 lne S r'] 616-1-I 1. i I 1 w 9�'' SIN ; S 599L-L89 (09£) :)Ctt3 9991 L99 (09£) •3NONd I y.Wa b0986tfhll'ONflO f`J3-IjV8160£X08'Od uses. SOS :Asa3 a `ONI ON1109NION3 >I3 'tea; , VA r. ?' 4 -` ; .... -'411 , 11,4 t.! 1 _ A � � ? x _ •-i - • 1 5y^ ` iY y i ~ii 1 i a-a1t 0,-, __ < f i G'I F Py .t P12s .t•tuC iN; 1g 4 • 111 1 I'.a =Fp ` .1 1 . i ' y i y2 $ t iI i < .,�\ 1 18 ;.`'gi g ��= := =max L is� F ! t lad; / lig x aC3Ee ^j ' 'jj e. }t} �i�CI � T?8 � 1`����a X ` I / Y 1 5 � ''£�',i i ! c . 'e r ;,i i x 1• • 3 j 1 t� 14-. :'gx 1 1 ti ;c... s y �y .i'_ f• 23e ,I, 13 I) 11 (illi li Ii.10& 1 , 1 SEP 11 2025 I s' it P E; I i :312 sx VIRON z�3sp • :--, MASON COUNTY EN MENTAL1 A�, _ •'--> a^^ S. f i !� J• < = i 'yV�=q�= 1 F € ;' 1 I Ir ' �„ro s..3.s. .. • s x 3 0 b I4 1" ! : ^ ; I5 " x .z acz 4. c vy I i- 2ate2 Y : t {Z y. act. .7..a •.% s,r,F, 3?= .•2.02. i 2..i g s cl p er_t 5 �. 45t, 1 7' 5`�o i _ll.:Cj, "�..'. tc-.ic `3 c3 - ins5c:,7 5 ' 1 - zrj7`• 3_ C • 1 = ...•^ 1 vim:? `: .e_ d .t` i�'yq_x • .a 5':c�. 5 ' , Xv • -• 4. is-y ^sg a fre-1 1000 GAL CLARIFIER/ DISCHARGE TANK 't: I. I F ,.... [ "3 1 4" MIN. = .:s b F tAP 1 Kx COVERAGE - 7 iii • • T. ti.1 1. II i I-. : qelf --n • /,0)/ C.) 7 111111NO 1 ! ,r77 : e'l z, • 1:11. Ilr.I.... , ..= I P.M, .• .....ei .• LI- (.4 CI. AD.-, -----. ..-.• L_ 1 2 _ s • ,./40,.. ______ ! o 1 ..„ ,io ,,,,* , ,, „ •F • .4.__•144- * MIMI < i ,L--- Z a. i co ! cp 2 i It ..:-, 1 1 4, i I I i 1 1 0 I,....--'-----Hdigo .: LI- 0 - MI - 1 ' 1 n i . 101 im 1 0 IIMI 7-1_._ 1 IL _111111______MIL——1 11 0 I I 1 ) 0 ......_ , N APPROVE t, SEP I 1 2025 MASON COUNTY ENVIRONMENTAL HEALTH JUIN- SUBMITTAL DATA SHEET / _ Thermoplastic Reinforced Thermoplastic motor bracket and discharge with built-in th oilrguA.Y. aring.d s This pin ess steel motors.Tpump has a wo inleSS e steel top bearing and motor coupling.These are assembled single phase models include pump. motor,and 10' lead. This four inch submersible is supplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications. a The performance curve below will assist you in choosing the pump that meets your needs. MODELS I E-30 GPM CX:1) 111911____i_ E - 30 GPM B 300 SHUTOFF HEAD 1!2NP 12217. • 53P.SI. _.1 1.1 ti - . _ ,— ._ -,— •--- --,--- c 00 -- /1 HP•4 SPA6ESs 0 1 -- . , — - r-_�Dosel L _ ._. Simplex 0 5 — —1015 20 25 30 —35 —. 40 Duplex—-. 0 _ 10 __._._.....29_._.._.....__34 _--......._40. ..__. ... 50 _......._ ....69. ._.--._.70...._ -.80 Fourpiex 0 20 40 60 80 100 120 140 180 FLOW PM Specifications Model HP Material Volts Phase A B Wt. LOT-30 112 P'ast': 115 10.4: 9.3 23 • UT.„s4 McDonald SUBMITTAL INFORMATION VO,. - Stainless steel pump shell and pump shaft - Powered by A.Y.McDonaid submersible motors 1/2 ;P. • - Reinforced Thermoplastic diffusers and impellers - 1 1!4"i=NPT Discharge - Thermoplastic intake screen and cable guard NO LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one percent;0.25°6)lead. Lowridge Onsite Technologies,Inc. Toll Free: 1-877-476-8823 daveClo,•rridgetech.com P.O.Box 1179 Fax:1-425-335-3622 oscarcrsf e.com Lake Stevens,WA 98258 AY.McDonald considers the information on this assembly drawing correct when published_.Item and option availability.including specifications.are subject to change without notice. .;iv?L Submitted by: 1.1 e4E-->r i S i 9%r DUAL PORT AERATOR'. i Y1rATERTIGhT LID VENT(tyP) i RISERS(TYP) i i ( 1-1�sR ' 'r s {1 s R -, . a t•PVC ) = if ( e 1 ; AiRuti: MASTIC J4. ; l T — r couPUNc l r- I &REDUCER 6- • • r TEE-��� I �1•PVC SLUDGE I4. • ( i 12' ! ( RETURN LINE ril i • 1 2•PVC I II . i : ;. -.r I TRASH CFIAMSER DIGESTER CHAMBER . f CLARIFIER T OPERATING CAPACITY:421 GALLONS f I CHAMBER OPERATING CAPACITY: ALLLLONS FLOOD(,AP:w^Tt Y:49C GALLONS FLOOD CAPACITY:496 GALLONS I i O GALLONS f ! FLIT 191 GAL' 65' 58' f � � i i � if! ew 5 • i • i j; 53" ( r' 'tad •` e e ; TEE I ApPRUI . 1 2025 . ' ! SEP 1 1. 1 1r MASON COUNTY ENVIRONMENTAL H t ATh• '•�' a r �TBARS K WAIL 1 i 4' ' i • � J� SLUDGE RETURN \ \ ` 1 }'`— /i t S TAPER 44- - � STONE-FREE NATIVE SOIL OR COMPACT SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. , 2)If bottom of hole is stony.install 3"of compact sand&level 4 S-r T_, outWith screed. "'j I 3)Install tank in center of hole,keeping 1 f.void space on r al!Sides. 24•RISERS 7) 24.aLowisR yy�v�, 4) n Lanka(sandy) withfr water,fill num spaceflywith compact I �POpu granular(sandy}son free of large dumps of day. i I. 5)Install rest of system,&affix risers to adapters with ( II !! (------ !1 i waterproof adhesive. l I «• 8)Perform watertightness test in field as required by local \ I `\ ; jurisdiction. i ` } I i JJJ,.rRISER 7)Upon approval to backfill,carefully backbit with native soils overtop of tank. ! { TRASH CHAMBER .I picss-=R i i=a2B6ei 8)Final grade the surface to avoid chaneiling surface I ; _———1 watertovrard tank. ..___ ` ; TOP VIEW i-=28a AEROBIC TREATMENT TANK DETAIL FOR .Y» iti � ^Y NuWATER BNR-500 TREATMENT UNIT It ENVIRO-FLO, INC. ' D: 3/O1/12 Wastewater Treatment Technologies .w.,..��+� P.O.BOX 321161,Flowood,MS 39232 SCALE.: (877)836-8476 (601)845-4716 fax 1 n= 1.4 ft. - www.enviro-flo.net l lee'n I 11 1 ( - ... 4wo. NI /%1Afew 1 • AGmnccr Tra otmcr+t SYstm+r+s SV Errvlrc-Fto.i-+c f t� E `er a ,\ i� :- I I I `\'\ S ',, c ' 3 i 0_20 06 1 : ,. { i 1 I i i --6....z:53.1"---2,..- - 1 errs , to 14'.'46/--"© -10'.../-8 rc.,,, e---/ i i i 1-ri fo. cD1,---g: 1 1 'd A ! 1 �/i • s Y:Kli i F 77-0 , z4-_,..,.., r2 1 PARTS LIST NuWater NR Assembly Diagram t • A.DUAL PORT� }4 MAT OR M.PPOLYDlrruSER R(Z ` B.3 Ru 90.!Hi CLAMPS j"2j I-PVC(2 ) { I I 1 C.318"BARS. ADAPTOR X 1ic NPT(2' C.1"SUP CAP I , 1 D.'/2"SIP X 1!2"Nei ADAPTOR P.1:'E'CLEAR?VC!=OSE(oe i O!tL:L 5; sTREET x lir NPT RUSPANG C:3) C.Z+r PVC PIPE 03Y i. s'r;.;,FRi 1.... Z..? ti\_,..,,:,; 1 F ;!T 90"Ft Rt1W(3) R.1"PVC PIPE(EV;N.ST J. ) G.'.-Xt"X1.r7'TEE S.7'PVC PIPE(E iNSTA.LER; K i-90°ELBOW(3) T.vEr 3AR ✓ADAPTOR TO 114"NeT�2; 2 X?'3L S?fKG c e-=:STR X'LW�T DUSh IhrJ:<) i k ' -® S.2"SANITARY TEE V.:Ir PVC COMPEER�2) /.'"-e X.1'PVC CROSS PPR ® Ri1�fi _. ._COUPLER(BY INSTALLER) y U it SEP 1 1 1015 Revised 2/25/:2 MASON COUNTYENVIRONM_NTAI�_.,I^-- 13,41-1 J Bw From 0VAC.n Power Panel Control Panel Wiring Diagram _ 12 VAC.1 Pnese,6C Hz. Factory Wire provided by others.Bn`ed 'e= Model LF1 P- �RF BLWR -'- =Field Wise , t L^ Ti gia ..' U, � CB 20q L2 1 I T2 r'1 --- :.2 N: ® I !� M, PUMP t DISCHARGE 120VAC'10 3 3/4 Hp 1 1.4 1.5 1.5 ..7 ,,(-1—.. PaJx .., ® CB:OA Naux Attic N; — 1,a BLOWER 120VAC 10 1/4 Hp J -.9 Ground Wire; ,--__- t 3 Lt —® 1.10 N1 el F 1 1.11 CB 1CA-- t • LOGO BASE i LOGO i2 aI t SIEMENS f 6e01052-1MD08-0BA0 1.13 i HANG MOTOR COW:ACTOR 1c OFF Al�� ABB . . {, 2 I AXIS-30-iO-84 JSA. . 1.15 Discharge High Level © e_0 12 1.16 Alarm 7 Discharge0 ...ID , 0 Ti,Te:rRORo Floe.: 1 1a 1.19 •=ANC vt VALVES 02 OFF RELAY 1.20 1 + 2 A�i C Al IDEC R.:2S-CL-A120 1.21 •-;N\C V2 VALVES 03 OFF RELAY 1.22 1 i 1 2 •Av 1 G Al A2 I DEC RJ2S-CL-A120 1.23 •-MJ V3 VALVES 1 2 c OFF A' - RELAY • 10E0 RJ2S CL A120 1.24 AU T G 1.25 AL�� Push To Sienee 0 EDW-WD-OEMSUBM t 26 Rey.2.0 m 04/25/18 Page 1 of 3 2.1 I Pressure Switch 1 2.2 TVP1173,7PR El 1 f (open on warn condition) 1 i 2.3 1 2.4 1 2.5 ----, LOGO 1 EXPANSION i DNB e • SIEMENS 2.5a EliSSE:10.55-1FS16.0SAI 1 2.7 , 2.8 i 02 t ALARM LIGHT ..(QS)2 i AL in • SIEMENS SSW SERIES 2.9 I X1 II.X2 Q3 i 'Q7) AUDIBLE ALARM ., • , 2 : 0 • FLOYD BELL 2.10 I + SP-1081 2.!1 TRANSFORMER -:.5 2.6 SIGNAL C12.40.24 2.12 1 ISv-24v ______ ............ 40VA 7 12 2.13 - FUSE II Tz..-. 2A.23CV 2.14 , CR1 NiC Common SOLENOID VALVE 4. 2.15 I :1 -le-i in - 1M1 Si 24VAC VALVE PROVIDED BY OTHERS -,- . 2.16 I III II 2.17 :NI common SOLENOID VALVE 2 ---- '92 2AVAC VALVE 2.16 PROVIDED BY OTHERS 111E14 . 2.19 I . CR2 2.20 -'. .14 0 NC Igo Common SCLENCIO vALVE 3 • .NI S3 24VAC VALVE = PROVIDED BY OTHERS • • 2.21 : 1111114 2.22 Common SOLENOID VALVE 4 S4 24VAC VALVE 2.23 PROVIDED BY OTHERS ill'U/49 2.24 ,,c714 WC .mi Dommon SOLENOID VALVE S 2.25 --- ES 24VAC VALVE .IMII PROVIDED 15`f On-tER5 2.25 1101111 SOw-WD-OEM-SUBM Rev.2.0 004/25/1E 2.27 Page 2 of 3 t50-i-n 3.1 Control Panel Connections 3.2 3.3 Discharge Tank Valves 3.4 3.5 3.6 3.7 C3 0 El 0 1.3 141 0 El 3.8 i 1 i s e i ;_________. : 1 • i 3.9 a . . . : . - 3.13 arge . 1 ei...• Diz 0 G ®0 C) 1 3.11 High Level Alarm CroP: 3.12 Discharge Timer/RC Flea: Input#2 (5c-arn) 3.13 Input ill 3,14 Pumps&Aux 3 18 3.,6 . . . . 3.17 • : . . . . 3.18 _ 3.19 Discharge Slower EDIN•WD•OEM-SUBM Rev.io e 04/2511e Page 3 of 3 1 6 aein • avtaut Septic Desigto 4-1, '�^ o 510C3^9 • .f NuWater BNR Pretreatment ,Qt PAULA JOY JOHNSON INSTALLATION& MAINTENANCE i:ccs>: OSCAR At-Grade Drip Distribution Systems Ec ES 6 9-R-2s 1. Installers must attend OSCAR training and be certified by Dave Lowe at Low Ridge Technologies (www.lowridgetech.com)prior to installing this system. 2. Installers must attend NuWater training and be certified by Nathan Ek at Ek Engineering (www.ekengineering.net) prior to installing this system. 3. OSCAR supply kits are available through H.D. Fowler, contact Dennis Groff,phone: 1 (800) 927-5699 or Ferguson Waterworks(Silverdale) contact Zach or Daryl 360-697- 1510. Control panel will be pre-programed by supplier. 4. Order NuWater-O kit that does not come with a control panel. Control panel comes with Oscar kit from suppliers above. 5. OSCAR Sand media must meet or exceed ASTM C-33 standards. 6. Install drainfield level with contour of the ground; 7. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 8. Tanks must have risers to the surface as required by Mason County to ensure easy access for future operation and maintenance. 9. Headworks must be in boxes accessible from the surface for future operation and maintenance. 10. Ensure any trees and shrubs are removed, grass is cut short and then scarify surface of ground in drainfield area to prep for drainfield. 11. Ensure 6"minimum cover sand media over the drip irrigation tubing. 12. Install audio/visual high-water level alarm. Redundant off switch not required. 13. Install return line from headworks back into the pump chamber. 14. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 15. Divert all storm water runoff and house downspouts away from on-site sewage system. 16. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 17. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 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 Environmental Health Department will make this desiggi null and void. 20. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 21. All transport lines under driveways or parking areas must be encased to prevent crushing. 22. The preferable cover planting for subsurface drip is turf or grass. It is recommended to spread a thin layer of straw upon completion of the drainfield to prevent erosion and then seed with grass immediately. 23. The homeowner should ensure no vehicle traffic, roto-tilling or digging in the area of the drip field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed. 24. Homeowner is responsible for all property lines. 25. Owner Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation & Maintenance. 1 7 csf54-1