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HomeMy WebLinkAboutSWG2023-00250 - SWG Application / Design - 6/14/2023 ASO N COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:STREE 427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 `c Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 -Ate Sewage System Permit: SWG2023-00250 APPLICANT David and Angela Sullivan Phone: Address: 7434 Betti Ln NE OLYMPIA, WA 98516 OWNER David and Angela Sullivan Phone: Address: 7434 Betti Ln NE OLYMPIA, WA 98516 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 1561 E St Andrews Dr N Primary Parcel Number: 321225000453 Permit Description: New SFR -2BR Nuwater w/pressure bed Permit Submitted Date: 06/15/2023 Permit Issued Date: 07/03/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/03/2026 (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: masoncountywa.gov/healthlenvironmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASONCOUNTY DATE RECEIVED: - I S - I ! : COMMUNITY SERVICES AMOUNT C o- RECEIVE( 9 > : CO 7 Public Health(Community Health/Environmental Health) SWG 2J 1`l^� C 415 N.7-96:reet-400ttn.wA 5 a* eK 600 S Y Y G �U 1- / O0 �` O x at 5 N.6th Street-StKtton.Y/A 9856a V z 6 ON-SITE SEWAGE SYSTEM APPLICATION > M n rn APPLICANT PHONE rn David & Angel Sullivan (360) 972-9767 r z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 7434 Betti Ln NE Olympia WA 98516 (D m SITE ADDRESS-STREET.CITY.ZIP CODE I— 1561 EST Andrews Dr N Shelton WA 98584 m I �' NAME OF DESIGNER PHONE n•'Z_ I N.)Arrow Septic Designs (360) 898-2255 NAME OF INSTALLER PHONE 0 I '� Mason County Excavating (360)490-3144 PERMIT TYPE(select one) DRINKING WATER SOJRCE N I N Fit RESIDENTIAL OSS ft COMMUNITY ass F.COMMERCIAL OSS E. PRIVATE INDIVIDUAL WELL ft PRIVATE TWO-PARTY WELL Z I N TYPEPE RE WORK(select one) l7 PUBLIC WATER SYSTEM NEW CONSTRUCTION!UPGRADES fREPAIRIREPLACEMENT OTHER DETAILS(SBIOD all trial apply) 0 TABLE IX REPA.R W I Ul SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE cl DESIGN FORM(REQUIRED) liESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r0 I O EIWAIVER(S)(IF APPLICABLE) 2 0 I O DIRECTIONS TO SITE AND SITE CONDITIONS'(ox locked gate) I Follow Highway 3. Turn left onto E Mason Lake Rd. Turn left onto E St Andrews Dr. Turn I c) right to stay on E St Andrews Dr. Driveway will be on the left with "Sullivan" written on a r- I yellow sign. o (Ti SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OaI CO OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS;CONDITIONS '2- er(9_,s L 240 3a - p IT [ITI � -I JUN 15 2023 LII jI RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E a EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. TOR SIGNATURE DATE APPLICATION EXPIRATION TE A ATION APPROVED,ISSUED BY DATE 4 i‘W61,,Sh., (0- )--2-3 (17,- ---)(, if ,' akivq___ 3-4 T IS 7 klkAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12 712015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 2 — 5 0 — 0 0 4 5 3 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 'd 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 2 - I (_ r'_L Designer's Name: Arrow Septic Designs Applicant's Name: David&Angel Sullivan Designer's Phone Number: (360)898-2255 Mailing Address: 7434 Betti Ln NE Designer's Address: 171 E Vuecrest Dr Olympia WA 98516 Union WA 98592 City State Zip City State Zip - DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: 'Aerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Eif Pressure 0 Trench NC Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 15 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 8 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 24 Designed Primary Area 300 ft2 Diameter 3/16 in Designed Reserve Area 300 ft2 Spacing 50 in Trench/Bed Width 10 ft Manifold Trench/Bed Length (2)15 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 1.25 in New Slope,If Altered 1 % Preferred manifold configuration used? lifYes 0 No Depth of Excavation Up-slope 11 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 Designed Vertical Separation 13+ in Length 50 ft Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 2 in Pump Required? 111 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice Bf Higher 0 Lower than Pump Shutoff ,..( Pump controls:Please check those required. Capacity @ Total Pressure Head 14.16 gpm B1Timer l 'Elapse Meter l 'Event Counter Calculated Total Pressure Head 10.28 ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments P P El `,l II i ., 4, 1 U1 0 3 2023 g 1, T1Z MASONCOUNTY ENVIRONMENTAL HEALTH JBW r DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 2 2 — 5 0 -- 0 0 4 5 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch stf Test hole locations It Drainfield orientation and layout Reference depth from original grade: g Soil logs 0 Trench/bed dimensions and Et Septic tank Pi Property lines critical distances within layout 12i Drainfield cover ❑ Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property It Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 61 Laterals,trench/bed,top and surface water and critical areas It Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components It Orifice placement Other cross-section detail: Pi Location and dimension of It Observation ports/clean-outs It Lateral placement with distance primary system and reserve area to edge of bed i Other Information g Buildings It Audible/visual •;:_l" t-ferenced Yes No 0 Direction of slope indicator It Scale of draw'. " ,44•n scale g 0 Design staked out It Waterlines bar .,:� •.A- 4 0 lif Recorded Notices attached It Roads,easements,driveways, 0 h .�'• ❑ el Waiver(s)attached parking � �T �'�.'?a . 0 Pump curve attached '�` It North arrow and scale drawing /7� . ,1.0.1f ❑ G 'Evaluation of failure • 510,349 (�`Y Non-residential justification shown on scale bar t-fet PAULA JOY JOHNSON .� dfLiLiC Slr U jGki:f( ❑ &1 Waste strength Es; _ 0 It Flow DESIGN APPROVAL The undersigned designer must b n Tied b ins ler at time of installation �--Yes 0 No Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-si e,71 egulations: Env' on .ft;1 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: CQ '2.2_-0Z(a ✓ 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. Updated Date: 12/7/2015 ,.,. . ..—. -.• 4W / . , .• . . ,; • /, ! • . •••Tr.• T> S•111.7 4 i , • I I .__ nsv.1 „..,5 ..t.W.V4'ir•W . .s.IA 2 I :'i i .1. . ... t-. -H 1 ..,.........0.,1'''C....... ''.., •W. • I t 116 gf 8 , IS a I • ' ..* ' • / .' .'' '' J'A'.1 I. 1 a I / S. • *I \\ • i , ;• •1 , is i , • -.., 'Art .-.•,...., , il •s-.-''• &• 2I • • —•. -- 1r''I••••1.-,-.I 6•--- ---'.„I1 N1 .• . .W4. C•S,I.i.,7:•: 8 sf e ' .1.-A . , ' —.--:---: ---1,• • . le I ' . .:, ,_H 1:7i i• . . , , it , N _---1 ; ,s:•• . a . 1 t, t 0 ....arr.. , r— g s . ,.._.•.• _ :, . ,4 ,,,• > a. se...., "".------,-----: s 1 I e i ,,... I , t, /t I'....Al. ' 1 I . „..41.11 - A 'II ..,''''I : ,%,.. 1 M A ,. , . • . .. „ • . , :t . 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Q ,N I v Ndl1N wETT wY. 1444444.48 4PPROVE., A couJUL 0 3 2023 mAsoN NTY ENVIRONMENTAL Jaw HEALTH Fio-i- Play, 4=77s+ Hole Dav,d + A ?r 501 Van -gr\,.. 2 "/ . LS+P.00 15 }ti far cmF 3 122-50-0045 4 .-50" GL M�1 , s{" R60T5 •7 •�. I5(o I S�' �►x�ftwS Dr N ..: To GoY`?AC-t\ON ' `. _.SL CO- ' r ''.'Q'� PAUI A JOY 3JOHNSON � 1 1 O (O 20 3o Li0 EXPIRE. Ti51' 34, 93.::' rJ i \__ A .0-0. - - _,....„ ' <(- j41. \ ooa ',,0 XG0 ,..... 0SQ I N - 0 .. /.A.-\_Ltv c O` 5` osa p , `�,J� ' ,hpt ref Ke : Ol Audio-Visual Alarm yDat w` / 22 Cleanout I 1v • R���/ec4 i� pp Iasi-<< -lc-4x, %sd \ ,S 33 500 Gallon Pre-Trash tank o 1 t Jt 0NuWater B�R-500 ATU Tarn \ ixs4 O1,000 Gallon. Rump Chamber - Ap p 0Valve Control Box ® V E MASON COUNTY JUL °3 2023 lrNViRpNM�Nt _ - Z JB� AL . ;,,,:-Y C N-.? ° ,Pj tom- 1,6 misimm Rm" 1 4-14 WINIMCNimmomr, 4/ ,-,..-4, ,„, y. �>, ,a. ).-F .„:•�Joa 1 Yff' PAULA JOY JOHNSON .• C/s.1 IC , 11.11111111111 OvYr-- EXPIRES b•/15% V rS- t0C '`. 3� S C,214_ 1 I.,_ (Qi i t o S to is- Zo ' 1.-"k csLd� 'A.a_-i,l..c.L l..uzr.4 . � s� Gn Aa c1 " t _ 1 rinQl,_` T 12 101' 2 " 30" 34>` Xit 30" t " i " Graie 31(f `(z Nie 4,/ la"�.ti.Dec ic. I.ts t a�k..l y fK lot q f 13" s -. tµ_2t 1 o t' Z, 3, `f f 1�� C T— c4" V?mow (24,•-----SCREW ON CAP • 45 DEGREE ELBOW OR Note: (Typical Bed Layout) LATERAL SWEEPING 90 0=Observation Port-to be 4"perforated PVC pipe from bottom of bed to finished END OF grade. A removable cap shall be installed on DITCH-. observation port pipe. Glue"T"on bottom DITCH-Li DETAIL so pipe can't be removed. CLEAN OUT AMinimum oP4iin system,one in each corner. • pa/kilt:0 r trenches. NOTE, CLEANOUT TO BE FROM 0 TO 6 Y INCHES BELOW FINISHED GRADE. MARK REQUIREDSATIENDTH ROFAEACHCLATERALT LEAN OU 5 12 JUL 0 3 2023 MASON COUNTY ENVIRONMENTAL HEALTH J B W Length Length Orifice # Distance from Distance from Lateral # (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout (In.) 1 180 15 60 3 30 30 2 180 15 60 3 30 30 3 180 15 60 3 30 30 4 180 15 60 3 30 30 5 180 15 60 3 30 30 6 180 15 60 3 30 30 7 180 15 60 3 30 30 8 180 15 60 3 30 30 Total Lateral Length 120 Total#Orifices 24 GPM = 14.16 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 50 24 0.19 ft. Feeder Total Lateral Line Length Lateral#1 15 4 19 3 0.01 ft. Lateral#2 15 2 17 3 0.01 ft. Lateral#3 15 2 17 3 0.01 ft. Lateral#4 15 4 19 3 0.01 ft. Lateral#5 15 4 19 3 0.01 ft. Lateral#6 15 2 17 3 0.01 ft. Lateral#7 15 2 17 3 0.01 ft. Lateral#8 15 4 19 3 0.01 ft. Total Elevation Lift 8.00 ft. . Total Dynamic Head , � 10.28 ft. ' 5100349 Nam PAULA JOY J ` JOlc OHNSON Ctt\EXPIRESS 4/151 1. PPROVEfl032023 -..m. Ili, ,. (0480N COUNTY ENVIRONMENT AL 1- ' - J8W CL...r 1 2 • 137 13�' , 40,E 151, 1Jr' Flow-Mate f • Dose-Mateor e�u:��� , In high head dewatering or effluentThis is our fastest growing line of effluent applications where pumpingpumps.The150seriesistrulyaworkhorse , performance is critical, this robustdesigned for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.150durability and performance. Theseseries pump curves cover a wide rangepumps are especially suited for harshof applications. They are well suited to environments.Zoeller'scoolrundesignapplications with low pressure pipe (LPP)and corrosion-resistant,powder coatedand enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, cool run design and corrosion-resistant, trouble-free product powder coated epoxy finish,in addition to I— the hermetically sealed,oil-filled motorand Z non-clogging vortex impeller add up to arW 6 , long-lasting,trouble-free product. c—I ( 1.—. .......—.00-: MADE 1NTHE USA .U. ' MADE 0_r �... >•. � W . C- APPLICATIONS: APPLICATIONS: g • STEP or onsite applications • STEP or onsite applications • Water transfer • Light commercial dewatering LIJ • Light commercial dewatering SPECIFICATIONS: SPECIFICATIONS: • 1-1/2"NPT discharge • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • Model 137,139,140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. -, For more information,see Technical Data Sheets FM2782,FM2783. PUMP PERFORMANCE CURVE 1 i PUMP PERFORYANCECURVE MODEL15 52/153 MODEL 137/140/145 I 50 ` - " s ,......... 14 45 153 ,■■■■.■■■■ w ■,........ 12- 40 IME........ 2 35 ' ' • ..,,....11n. U 10- 30 ,'........ .■,,,...... 0 8 25 151 III II ■. w ...`...... 6- 20 10 a ..,..... e n ....,1,.... 4- 15 .\11MMON.. 10 (J� ' It• .....1I,`.. 5 ■ ■. 0 10 20 3I .■■® g GALLONS 40 50 60 70 80 90 100 o .10E04 LITERS 0 40 80 120 160 200 240 280 320 360 O5; .1 HO NG PE 014508 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I rPF R V E �� —46 l 2 JUL 0 3 2023 ' MASON c0UNTY ENVIRONMENTAL HEACTN -i►Ir14., - lsvO Sad Nvwaaovx S1N :37voS 699L-L99 (099) )Cdki 999L-L99 (09E) 3NOHd R H-6•Q 170986 VM'3Nf1OL O 31.1_1`d8 L60£XO9'O-d ili used 005 :As 3b�tf7 'OMONI�l33NION3 ND i L1E ?9 :3iva t _ r ' •1� a�t'J .� i �t 8 O 7.% ,4 �? �z} ipe I . s �` IS I `a d ig -6 5y. Z `Y a- 0t7<y Cw; *4 ia�3 r 5�.- 0- i9�¢x � $s zF ' s ao'51I ?:14, i 5i<: ,s 1) :Z4 � LI •I f' I ,..: �t . q ,u�S OrCooaono • ' i y �'S'_. 1 t 1 I ' 'i • 7 • i , i �.. .a _1 t j1- =�' Ye it e < sii— 1771. I r rr , Bi v:441. z 0 9 V< I t ? 1 ` r;5`1x ' h Yc k ,,u:Tr:2s Y v1- � f 5 1 i .— I' .£9 X A iC 6c'>• i4 vr , >: ISa�f i • y • e.v^ j i' <`.:'5 O i 9 - 1' Y O 4'? :fn �.^ 3 i €O y?R s3S3-. 4. 2 r;: 1 x 2 3 - �' I j ; , '� =; air ._ 75 r<;,00 i1 I pg x F- ? u: i d r • 'trees ;La�YN a 2 • j" yi5i a #G�-O ice . he_.. - re : 000 i yak S ::=ai�SY $ ' s ;s: * �r„....,,,s.„0,..,.„.„: • , .:,,, 1E u : F 1 s ‘• ._.,... , .\.„ , t , , • , , : , . yiDk. �4 • 141 I?3 L"` - ta54N Cf?U 1 Y EmmoNwAirm JBW LTA ��12 / 9'Y WATERTIGHT LID VENT(typ) DUAL PORT AERATOR-,. RISERS(TYP) T—T1 . 2 i. ' 1 1•PVC(TYP) l' I 36'MAX. I 8 L2•PVCC MASTIC I 1—. —1 AIRLINE/^ 1 j L 4- tit= Y COUP LING ~r I( &REDUCER I� 6" _ • Y TEE 1'PVC SLUDGE 12' RETURN LINE I 2'PVC 11 I 1 I TRASH CHAMBER DIGESTER CHAMBER I CLARIFIER 1 I OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS FLOOD CAPACITY:494 GALLONS CHAMBER I FLOOD CAPACITY:490 GALLONS 160 GALLONS I FLOOD:191 GAL.; { l 65• 58' . I I 50- 54• ' 53' ° 36' ° 0, 0 ° 1"X12' 0 ° TEE 0 o ° o •0•• -DIFFUSER BARS(2) 11 PARAI FL TO TANK WALL 4" ` }}— 3` SLUDGE RETURN // 1.5 TAPERf SIDE Will y=1.4 h STONE-FREE NATIVE SOIL OR COMPACTED 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 9%2" out)Instath scxeed. 1--- .-- --- — —1 1 3)Install tank in center of hole,keeping 1 ft.void space on I all sides. I f 24'RISERS cryP) i 24'BLOWER I I 4)As tank is filling with water,fill in void space with compact I l HOUSING CAST granular(sandy)soil free of large clumps of Gay. I I N TOP OF LI 5)Install rest of system,&affix risers to adapters with I I waterproof adhesive. I I I I! S 4'-8' 6)Perform watertightness test in field as required by local ' jurisdiction. p E12 RISER I, I 7)Upon approval to backfill,carefully backfill with native 1 soils over top of tank. i TRASH CHAMBER 0 D1GESrEl; I i aaarcrFal 8)Final grade the surface to avoid chaneiling surface �(1J''�_ I, I water toward tank. J LM J`—— MASON COUNTY ENVIRONMENTAL HEALTItr-oP=2an.VIEW JRW .;. AEROBIC TREATMENT TANK DETAIL FOR NuWATER BNR-500 TREATMENT UNIT Iiii 1\NI ENVIRO-FLO, INC. REVISED: 0 \S Wastewater Treatment Technologies 3/01/12 '',s,„.T,„�s P.O.BOX 321161,Flowood,MS 39232 (877)836-8476SCALE: (601) 845-4716 fax www.enviro-flo.net 1 rr = 1'4 ' Cle16—1 Z- 61111111 F. • NUNAro)lbar \ ` 4.4-3voncod Tr©otman:SYst.-rr+: ay = tro-Fto.lnc .'1 $44'°: - `\ S0A ..--7, j © \ , ` , l: 'Nsi \ < *•.,o 0 (0 ‘11:41^-,II.ii,,I.!IIIIII., 111 .„--''a. --. • : vivo ,(: c...j . Abi-... • 0 -.-/ Ti1.6 13, .- , AP'-,tr 4.4 ! . 0 ft /cs‘-e 0 1 re 011b 0 'rc3 - . t © \9 1:00? fs 4) L• 410. co ri. �J� 7-0 gip,. „Ilir. r;1 4., 100/„„ , -0 r---(1) 4: . .44) ...., PARTS LIST NuWater NR Assembly Diagram A.DUAL.PORT AERATOR M.POLY DIFFUSER BAR(2) a 318"RUBBER 90';W1 CLAMPS(2) N.1"PVC(3 112"SECTION) C.3/8"BARBED ADAPTOR X 1 V2"NPT(2) O.1"SUP CAP D.112"SUP X 1/2"NPT ADAPTOR P.1/8'CLEAR PVC HOSE(OPTIONAL 5'; E_1"STREET X'UT NPT BUSHING;3) Q 1/2'"PVC PIPE(BY INSTALLER) 5: /--(2' [1:1\_,© F,1t2"90'ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1^X 1"X 1/7 TEE S.T PVC PIPE(BY INSTALLER) , ?„ .. . -� `� H.1"90°ELBOW(3) T.1i8'BARBED ADAPTOR TO WC"N , p p R ® 'a . i.T X 1"BUSHING U.112"STREET X VS"NPT BUSHIN. ✓ y. 1 J 2"SANITARY TEE V.la-PVC COUPLER(2) JUL 0 3 2023 K.1-PVC CROSS W T COUPLER(BY INSTALLER; ,'L.1"COUPLER(BY INSTALLER) MASON COUNTY ENVIRONMENTA HEALTH B W Revised 2/25/12 le [2 SECURED LID WITH GAS TIGHT SEAL Z'NREADEO UNION RISERACCESS u J sEk' VICE mo�l.. , VALVE* . Fitaut GRADE ,.. .. _ t . :f.rt , I . FROM SEPTIC i tri TANK b 4 1 it • EMERGENCY STORAGE f . ANTI SIPHON NIGH WATER ALARM!LEVEL 1-al." i �i0 wORI UNG VOL !I I �Os ROOM TIMER OFF LEVEL � 871 - 1�OtiNTMICi ENCLOSED PUMP pMO N TlN • _..--- ?1,-a-T -----s 4=i.ttf.fl • ov = EDIMENTS -- CENTRIFUGAL PPR � �M . PUMP IUL 0 3 2023 ,►z, 'Ash Septi c WNmut jV ENVIONMENTstandardsA�HEAtSH required eq uiTed by WAC chapter 246-272C and FIGURE Z manufacturer must be on Dept of Health list of registered sewage tanks. Page 35 of 65 w•• Mtt r...Li:J:��J'j'=?_Ail a vus•ut Septic Doigto 1 NuWater BNR Pretreatment R% •f4 �, LNSTALLATION & MAINTENANCE -�r;. �Gr.1'• 51003ti0 ��� 41 CtC�l Pressure Distribution Systems a�. PAULA JOY JOkNSCN �, IS� riIESiGN�K` .. ors 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T" to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. soil must be 5. Install drainfield during dry weather and soil conditions; any smearing eliminated by hand raking. 6. Install threaded clean-outs 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 audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. 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 Environmental Health Dept. approval, turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wall. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&Maintenance on your NuWater pretreatment system. PPROVE A J 0 3 2023 MASON COUNULTY ENVIRONMENTAL HEALTH �-�� f2 JBW