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HomeMy WebLinkAboutSWG2025-00431 - SWG Application / Design - 10/27/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 .I L 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: SWG2025-00431 V 0 APPLICANT DON ROOT Phone: 360-580-2570 Address: 123 XXX XX, XX. 00000 OWNER 8331 E MASON LAKE LLC Phone: Address: 36 WESTVIEW DR HOQUIAM, WA 98550 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER RICHARD MOORE* Phone: 360-509-1342 - Rich Address: PO BOX 963 BELFAIR, WA 98528 Site Address: 8331 E MASON LAKE RD Primary Parcel Number: 221085000004 Permit Description: Upgrade 4bd ATU to pressure trench with Class A waivers Permit Submitted Date: 10/27/2025 Permit Issued Date: 12/30/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be requi•ed upon installation of system). Permit Expiration Date: 11/12/2028 (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 Drainfield 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 — MASON COUNTY DA ERECENED �� I2? 420as. (n D c cn J` AMOUNT EECENE : RECEIVED BY: O7 m Public Health & Human Services �t2o1� 6F�= Z en Environmental Health 360 427-9670,ext.400 or 360-275-4467,ext.400 ��� C � - 001-1 s 1 5 0 415 N.6th Street-Shelton,WA 98584 0 Z Cl) z -,, ON-SITE SEWAGE SYSTEM APPLICATION > m m I .,._ m I— rF"_'`"`T (360) 580-2570 z Don & Sally Root v MAIL':t:G ADDRESS-STREET.CITY.STATE.ZIP CODE /u�/r WA 98550 c7) co 36 Westview Dr i.--! Hoquiam , m CZ) �' SITE ADDRESS-STREET.CITY ZIP CODE CZ ND8331 E Mason Lake Rd Grapeview WA 98546 zv i it PHONE o I N NAME OF DESIGNER n Arrow Septic Designs, Inc t q (360) 898-2255 — 0. co �►+ PHONE O NAME OF INSTALLER (360) 509-1342 South Shore Construction 0 ® DRINKING WATER SOURCE Q PERMIT TYPE(select one) p^ fiE RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z CO _ M PUBLIC WATER SYSTEM TYPE OF WORK(se/ea one) -- 1 tifi NEW CONSTRUCTION/UPGRADES R EPAIR EPLACEMENT �-THER DETAILS/select all that apply) ❑ TABLE X REPAIR 0.1 0 SURFACING SEWAGE ❑ EXISTING FAILURE 6O SHORELINE w I O SUBMIpMI::TTALS O geDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMSBR LOT .74SIZE aC WpL TCREATED ES FTE 4/1/2025? I IYWAIVER(S)(IF APPLICABLE) 4 0 NO 0 I 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) Go out Hwy 3 and turn (L) onto Mason Benson Rd E. Turn (L) onto E Mason Lake Rd. Destination on (R). Gate "The Roots" with palm trees (not locked). 0 I0 90 190 0 0) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporsng purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS I CONDITIONS INSPECTOR SOIL LOGS ,N,1) 1 -L: b ,21, u4.15 z1-- 0 ' t 'I / 111D1 0:1116 4(A"N'S/ Vb" 41) (`/C5 4Cri-\9°-1347Ve 4C 044:17 4 RECORD DRAWING AND I TALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTSDATE �l�Z��� 11 �Z'}/!]�,y-U(, ZNalfritliAPPLICATION EXPp(RATION DATE APPLICATION APPROVED/ISSUED BY INSPECTOR SIGNATURE DATE � / �Z �2�3� � THIS FORM MA BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/1 412 02 5 • DESIGN FORM—PAGE ONE Assessor's Pal-set Number: 2 2 1 0 8 — 5 0 — 0 0 0 0 4 A design will be reviewed when 3 copies of each of the following are •ubmitted: 'd Completed design form that has been signed and dated. ''Scale. layout sketch,including all applicable items on checklist. 'I Scaled plot plan.including all applicable items on checklist. "Cross .ection sketch.including all applicable items on checklist. This form may be scanned and available for public view on the ason County Web site. Maximum paper size: 11"X 17" PARCEL IDE 'I CATION " '` 'nl` Designer's Name: Arrow Septic Designs, Inc Permit Number: S�VG �Qp�-5 �`7 3 Don&Sally Root Designer' Phone Number: (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: 36 Westview Dr Designer's Address: Hoquiam WA 98550 City S ate Zip Union, WA 98592 City State Zip Designer's mail paulaj@hctc.com c com r ; _ DESIGN P:�R:A ETERS - Treatment Dev ce Otllef�gall"pre-trash tank ❑Glendon 0 Sand Filter El Mound 0 Sand Lined Drainfield 0 Re irculating Filter 0 ATV NuWater BNR-500 L•J Treatment Level(check all that apply): ❑ ,A G B 0 C 0 BLI M BL2 0 BL3 0 E ON Drainfield ype ❑Gravity g Pressure [Trench 0 Bed 0 Sub Surface Drip Septic Tank Drainfield Specifications Laterals Number of Bedrooms 4 Sche•ule/Class 40 Daily Flow: Operating Capacity 360 gpd Len h 25 ft Daily Flow:Design Flow 480 gpd Dia eter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal N .er 8 Receiving Soil Type(1-6) 3 Sep. ation 4.5 min ft Receiving Soil Appl. Rate 0.8 gpolft2 Orifices Required Primary Area 600 ft2 Tota Number of Orifices 40 Designed Primary Area 600 ft2 Dian eter 3/16 in Designed Reserve Area 600 ft2 Spac ng 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Sche•uleClass 40 Elevation Measurements Len• h header ft Original Drainfield Area Slope 8 % Dian eter 1.25 in New Slope.If Altered 8 �% Pref:rred manifold configuration used? wfYes 0 No Depth of Excavation Up-slope 15 in Transport Pipe from Original Grade Down-slope 12 in Sche.ule/Class 40 Designed Vertical Separation 13+ in Len• h 200 ft Gravel-based Drainfield Required? 0 Yes Let No Di. eter 2 in Pump Required? El Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Num.er of doses/day 4 Diff.in Elevation Between Pump& Uppermost Orifice 20 ft Dos-quantity 120 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Cha ber Capacity(flood) 1,500 oversized(1,200 min) gal Uppermost Orifice ItiHigher 0 Lower than Pump Shutoff Pum i controls:Please check those required. Capacity @ Total Pressure Head 23.60 gpm 21 Timer 0 B'apse Meter O./Event Counter Calculated Total Pressure Head 24.42 ft If Ti er: Pump on 2 minutes ,pump off 6 hours Comments APPROVED DEC 3 0 2025 .ASON COUNTY ENVIRONMENTAL HEALTH Revised:4/14/2025 1 .• � 1 �' RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 0 8 — 5 0 -- 0 0 0 0 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch EA Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank Property lines critical distances within layout l,7( Drainfield cover 6d D-Box/Valve box locations Reference depth from original grade g Existing and proposed wells p within 100 ft of property g Septic tank/pump chamber and restrictive strata: 6d Measurements to cuts.banks,and locations gi Laterals,trench/bed,top and surface water and critical areas 6d Observation port location bottom 0 Location and orientation of G 0 Curtain drain collectord Clean-out location 0 Sand augmentation curtain drain and all absorption gManifold placement components RI Orifice placement Other cross-section detail: O Location and dimension of gObservation ports/clean-outs It Lateral placement with distance primary system and reserve area to edge of bed Other Information 66 Buildings g Audible/visual alarm referenced Yes No g Direction of slope indicator 121 Scale of drawing shown on scale g 0 Design staked out O Waterlines bar 0 l Recorded Notices attached g Roads,easements,driveways, 0 Elevation benchmark and relative RI 0 Waiver(s)attached parking elevations of system components l' 0 Pump curve attached g 0 Evaluation of failure O North arrow and scale drawing shown on scale bar '14 Non-residential justification 0 ( 1 Waste strength ow • •I• 0 Ell Flow The undersigned designer must be notified by ' < ar.� : .,talonYes 0 No tl ..Ots%1!` '•sn 11 ''b -. PAULA JGY JOHNSON 'f��f1 ( 0—Z-U—LT- Signature • 1) i�>vE '{c} 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-site regulations: mo` 1Z-S' Environmental Health Spe ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped'`Approved" by Mason County Public Health. '1 '1�'1 "v ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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 Arrow Septic Designs, Inc 171 E.Vuecrest Dr. Union,WA 98592 October 24,2025 Mason County Department of Health Services 415N6thSt Shelton,WA 98584 RE: Don &Sally Root(Parcel#22108-50-00004)Septic Upgrade with House Replacement Dear Inspector: Attached is a replacement septic design for a property located at 8331 E Mason Lake Rd, Grapeview, WA 98546. There is an existing home built in 1948 that ties into a gravity septic system of the same era. There are no original septic records for this property, only maintenance records. The existing system has a 500-gallon single-compartment metal septic tank followed by a gravity drainfield of unknown size and location. The septic system was inspected in 2023 and had no observed problems. The owner is getting ready to replace the small cabin with a new 3-bedroom manufactured home. The owner also plans to have a 1-bedroom guest space in the new shop building. As part of this process, the septic will require a full upgrade and since it is an expansion, it needs to meet all current codes. The old tank is to be decommissioned or removed. The proposed new 4-bedroom septic system will include a 1,200-gallon septic tank with a pump in the 2nd chamber by the new home and it will send the sewage up to the main tank bank which includes a 500 gallon pre-trash tank, a NuWater BNR-500 and a minimum of a 1,200-gallon pump chamber, although an oversized 1,500-gallon tank is recommended. The proposed new drainfield consists of 600 s.f. of shallow pressure trenches using an application rate of 0.8.The system will also have a control panel including timed dosing, a counter and elapse meter to prevent overuse and facilitate ongoing operation and maintenance. We have designated a full reserve drainfield area. Due to the site layout and the owner's and neighbor's wells,we are applying for setback reduction waivers as follows: 1) Reduce setback from septic tank to Mason Lake from 50'to a minimum of 25' 2) Reduce setback from sewage transport line to private wells from 50'to a minimum P , D The property owner's contact information is as follows: M DEC 30 2025 Don &Sally Root 36 Westview Dr MASON COUNTY ENVIRONMENTAL HEALTH Hoquiam,WA 98550 RET (360) 580-2570 If you need further information, please contact my office at(360) 898-2255. Sincerely, Paul ws Lice, i n `*� tewater Treatment System Designer s `j• PAULA JOY JOHNSON 0 t=i 0 :1 ; 1 ri 53¢ v . 4 N Cq /,Q�.b N KJ �i Y¢/ l$ oJb y >b g'N A 0.p i !.. .•1 Ti i' m 0,36 n 1 I _ • ii$ 5. frettiNrli isi! 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TD Cb�--tPf�1CtJ ii "+ I 4AZ: 0 -2t3 9CvL1 28-4 1.-S �, SaM� ¢o�C$ to ti-rrt Yet 1 ax IL 1 3: o- v 6 './ -( r(\'hhL's CI� In �' II 1 d- Kev: **Note to installer** �1 y:�e 4)((NR� 1 Sleeve waterline when within 10' Lit...._.1.-Fs 1 O Audio-Visual Alarm f . of septic transport line.Maintain —� 10' minimum between water , j O Cleanout line and septic tanks/drainfield. r f F O 500 Gallon Pre-Trash tank I)\,�\ a 04 NuWater BNR-500 ATU Tank t ZS/ fz. a • o _ p. TP t 1 a, _+ i _ I 0 Valve Control Box ec 1255aif 8\ 13.5 / fit;- - . w ^-ek 1 ...._,,,ef: ..":, ./.. — ti L-P., DR— V Rom'-'tx'Y h vac, �a'1) 1•�tSo J lis...-:. of • I i.,. -**, ,, „..c...,,..,-154\a.r, (2,Q),„1/4.cm..t., sr t (�.c^ f Sc f-b- -—c "- - e¢ �{og..4.�A' s1°Y°J4 Us�� APPROVED °`� �" `�'" j PAULA JOY JO9HNSON ' iical8l801 Gh�i EXPIRES 1i/ DEC 3 0 2025 l,o •-v-C-- MASON COUNTY ENVIRONMENTAL HEALTH 4 14 RET Z"TrAly.- ram' 1—.\'‘-2 h 3 __, I.... 0-r (.2..s,ii...6.4.6(..i. _ N) ..e c.,4„.i)L. ) ....: 8 2.5, • 2 ; -L °� {cue Sit •`ali-'\01''' n) -1 \\[ , • ZS+ t • . J iiri I 25' . ,� ZS„ • }. . 5,Oo349 �.�t s.� ZS <---;): !i",•' PAU4A JOY JOHNSON l ��.,_S 'L'iw1=A15W 9 RE EXP1s - prc"� C.I.Q a+.°'''� / • (0 -2‘(-2S Note: (Trench with Infiltrator Layout) I 3CA.LZ : I`%= 1 o O=Observation Port—to be 4"solid 16 P P R O V E D PVC pipe from top of infiltrator to finished S /o i S- grade. A removable cap shall be installed on - observation port pipe. Screw observation port DEC 3 0 2025 into infiltrators so they can't be removed. • MASON COUNTY ENVIRONMENTAL HEALTHMinimum ofo.in system. Laterals are to be centered in trenches. RET ems---SCREW ON CAP ' / ' or-- E0-^4-\ 45 DEGREE ELBOW OR G`-a-a e LATERAL SWEEP INC 9 U pr' ; ?ND OF (2' `` _. GP 0ITC DETAIL /-- / CLEAN OUT I Z • ,, 3�`- Jr,c( 4 �E-- tit 25,(,.1 /5 " NOTE, CLEANOUT TO BE FROM 0 TO 6 .c INCHES BELOW FINISHED GRADE. 02t1 MARK ENDS WITH REBAR. CLEAN OUT ..4____ 4 w_ -- 1, 1/41/ REQUIRED AT END OF EACH LATERAL. IL 3 i 3'+ 25'Trench/Bed-End Manifold(300") �4 0 Orifices 60"O.C.(5 Orifices) SZ/L,5 c 30"from Manifold 24"from Elbow V Elbow 6"from End of Trench/Bed `; v€ 1II. Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Lineine (In.) Cleanout0 0 (In.) 1 300 25 60 5 30 30 2 300 25 60 5 30 30 3 300 25 60 5 30 30 � 4 300 25 60 5 5 300 25 60 5 30 30 30 30 ii."4,% 300 25 60 5 ,Jj` 6 300 25 60 5 30 30is 0 w.(8,.4.4.;t). 8 300 25 60 5 30 30 :•`` •.• 4410.4\ Total Lateral Length 200 Total#Orifices 40 I GPM= 23.6 s:o 3d9 YZ PAULA JOY JOHNSON APPROVEDr__LIC/NSt) ,�`Gty -3 Dynamic Head Calculations DEC 30 2025 co-L*-LS- 2 ft. Selected residual pressure: MASON COUNTY ENVIRONMENTAL HEALTH Length (Ft) RET #Orifices Transport Pipe 200 40 2.00 ft. Feeder Total Lateral Line Length • Lateral#1 25 2 27 5 0.04 ft. at- - 25 7 • 32 5 0.05 ft. 5 0.06 ft. Lat ra # : 5 12 37 IL 2• 17 42 5 0.06 ft. . a 94'Y� L fora 51.'.\ P(5f.,' 22• 2 27 5 0.04 ft. 7 32Agelatagi 0.05 ft. La ' s d`r`" 25 12 37 0.06 ft. Lat ra y-.25 17 42 5 0.06 ft. ,4P^� L 20.00 ,• -.� . _• i MOIL Tottic��`�'' L�wan OM 7� Tot elATfiic •ad 24.4 ft. 80610E VALVE*_ i�ssrs FMI wP!!- 'It �— 1.3.eft' 1 _�_� — t POt • i. --Q w«>reR OFF LE roc' VOLUME l,5,8 Q (� s WNW)OOOD • _'Co .c�a`yam- � - - _�__..._._._. ... �� _ . _. n p �p1E1fi8f.l1QrLi. crypicaLl '/13ICBM meet standardsrequired by WAC chapter 246-2 and FIGURE optic Tanks be on Dept of Health list of registered sewage manaactrer must • 7 ,p Y\� --N 137 139 140 • Bronze construction available(139 series) i l t High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. Flow—Mate For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping — s w;�a-PERF02RbLNCE cum is critical, this robust - 14DOEL137n4014i family of pumps is known for reliability, r. durability and performance. These =' y 111111111111111111111111111 �■���_—� pumps are especially suited for harsht �,■■.■.■■. environments. Zoeller's cool run design to and corrosion-resistant,powder coated epoxy finish add up to a long-lasting, r �„�.■■�� trouble free product. I ' 1'1■,■.111111111 rn APPLICATIONS: 111111iaH111N11111 • STEP or onsite applications ' . ...M111111111 fC • Water transfer z, ���,��■■ 11 2 • Light commercial dewatering , �■�„■■�� -4 SPECIFICATIONS: � ' lirealiallilinliallil • 1-1/2"NPT discharge �--�� ■■■■N,,`■■ • 1/2 HP through 1 HP MADE IN THE USA • Available in automatic or nonautomatic U916A&ORIROf USL01TH1 M1111,1111■,■ • Model 137,139,140:1/2"(12 mm)spherical solids ., , MIIIIIIIMIllall capacity with vortex impeller • Model 145:3/4"(19 mm)spherical solids capacity with ;,„,�, ,r U1155 0 At .10 : ,15 5 vortex impeller I - 151, 152w 1 R' 2656 4 w w PUMP PERFORMANCE CURVE 6Y '`` �5V, MODEL 151/152/153 Dose-Mate V 80 This is our fastest growing line of effluent 14- 45 153 pumps.The 150 seriesistruly a workhorse designed for reliability under extreme 12- 40 conditions in an effluent environment. 150 series pump curves cover a wide range $ 10- 152 of applications. They are well suited to u 30 applications with low pressure pipe(LPP) > e_ 151 t and enhanced flow STEP systems.Zoeller's o z5 a 01) cool run design and corrosion-resistant, ,- 6_ 20 powder coated epoxy finish, in addition to the hermetically seated, oil-filled motor 15 and non-clogging vortex impeller add up to 4— a tong-lasting,trouble-free product. 110 2- APPLICATIONS: 5 ( • STEP or onsite applications ^'��'0 0 MADE IN THE USA 10 20 30 40 50 60 70 Ft 80 ioa • Light commercial dewatering !S 13 VI..;CiU 7I III[Ofii[Ai GALLONS LITERS 1 i i 0 40 30 120 160 200 240 280 320 360 SPECIFICATIONS: `k A P P R O V1DINUTE o„soa • i i/2"NPT discharge .c • 3/10 HP through 1/2 HP • Available in nonautomatic or with a variable level DEC 3 0 2025 piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex MASON COUNTY ENVIRONMENTAL HEALTH thermoplastic impeller RET For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 • • • 1sv03ad NMMNBeifri SIN :21VOS 699L-L89 ;49£) :XV3 889L-L89 (09£) 3NOHd '0- (� 1 Q�� .l8 • 0Sd2Q 170986 V/A 0NRONO BILLVS L64£X08'0'd l; see ON[ JNI209NLON3 N3 4 LLf£tl9 3LVa a r-,cao�s�r, �m. . � :T�.. h 1$LZ•1 iii C 6 ~-_ �: �jO• Sv 2:.5 uz"' �yiF7: iS' 4 '- c s . • c Bt '74 `ta.``V :1)ate... .57,5; 3-a � 'nk'Z �CZ �'• c� 1 ,.... * / 1 !1f5 ' L , r . : ', ' ! �P r9 i1 r \ , I1 zsa^`.. . t t Y • 1 ': C 4" � eye L4 3Oi ~ u a. v ! V t- • !a O QU n�E i `� APPROVED ..; y B KXDEC 30 202511PP i -. k . MASON COUNTY ENVIRONMENTAL HEALTtp ' § RETj tl.001] vs es , cs 4 wM. ^C ini C :... Y � N3 ^r :\ 6 i•a U < li IiEl liZ 3 t2 §`„ oX�� 4'5.: - 9� 2 ir a3 v _ ti Yy. :,:got,,, °' z !za p d Natsg acxyr � _ ' k-i7} p iS ` Y YlT Q . 4f 4 A j 1C tff — 7 fcVO 1 'i ` a ' 4� q , 1 ` iC iSESa 'a � :3 a5 g '. z ? z ! 4 � � Q y y gj z4c�{ y`FE 1 faw C e. _ N J S4.'fP .. i f 9-Y DUAL PORT AERATOR, WATERTIGHT — LID VENT(typ) RISERS(TYP) \ �rr i' I 1 T I 36•II1dAX, vtA---1 PVC(TYP) L ___ �° 1R'PVcI \ t S11 ° 1 AIRU>j� MASTIC \ L b 4" —I t 2'COUPLING lk r- - ` &REDUCER L 6' ' -'1--J L \ C 2-TEE PVC LUDGE 2 2, 1• RETURN LINE r —j 2'PVC 'f I `J \ I i DIGESTER CHAMBER CLARIFIER TRASH CHAMBER i OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL-: (------..\\1 ° ° ° `I 1'X tt2� 1 ) . I ° ° TEE 0 ° o ° ° I \ APPROVED ••• " , BA 17 Q• --DIFFUSER RS(2) PARALEL TO TANK WALL 4. II 3" DEC .i U 1(j25 SLUDGE RETURN i MASON COUNTY ENVIRONMENTAL HEALTH �����/ 1.5'TAPER kX \ SIDE VIEW RET 1 -1.4 F 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 ail sides. 2)ff bottom of hole is stony,install 3"of compact sand&level 1' 9.-2• t out with screed. — —— — —— — — — — I �� 3)Install tank in center of hole,keeping 1 ft.void space on I all sides. I 24'RISERS ) 24•BLOWER 4)As tank is filling with water,fill in void space with compact ! ' SING CAST granular(sandy) largeP day. I 11 r N TOP OF LI soil free of dum s of \ 5)Install rest of system,&affix risers to adapters with I I I 1 waterproof adhesive. I I I ` I!1 3 4.-8" 6)Perform watertightness test in field as required by local I r I p I jurisdiction. 'I 2-RISER 7)Upon approval to backfill,carefully backfill with native I . soils over top of tank. . TRASH CHAMBER II DIGESTER IICLA F l 8)Final grade the surface to avoid chaneiling surface L I J L__J water toward tank. --. TOP VIEW 1-=28R a u AEROBIC TREATMENT TANK DETAIL FOR ,e. --.., NuWATER BNR-500 TREATMENT UNIT 4 111j ENVIRO-FLO, INC. REVISED: ,S :. Wastewater Treatment Technologies 3/01/12 :`,..„„,.�,- :;::%:> P.O. BOX 321161, Flowood,MS 39232 (877)836-8476 (601)845-4716 fax scaLE: .p. www.enviro-flo.net 1 ri —— 1 , á INIIUPWOO t41011 Advoncad Tr¢a TI Il Er"41, 111)._46 • r 1 ��-.., '---.., 1 / E ,, \�. _ / 4000, 4e 441.44„,,,H., .-----„, 1 '--. - i,N.7,...,... :. '� /.. 1..„,,,,,..„ .. ., , ilk, ......,,i, c.„.....„ .„„.c. ,,,,„,,,..j iirig ..., 41) T40-11 4 17 Alb 11.,46,--e A! ....,r(2 rirl �. iip Ca tie �Ape e3 ♦S IIII ink rgi, ri, loo,oz• 4. Al �Y--i© EtLi\_. , . PARTS LIST NuWater NR Assembly Diagram I I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(7, » t' B.318"RUBBER 90°'NI CLAMPS(2) N.1"PVC(3 1/2"SECTION) C.3/8"BARBED ADAPTOR X 1,2"NPT(2) O.1"SLIP CAP CO D.1/2"SLIP X 1/2"NPT ADAPTOR P. 1/8"CLEAR PVC HOSE(OPTIONAL 5; A P P R 0 "7 • E.1"STREET X 1/2"NPT BUSKING(3) O 1/2"PVC PIPE(BY INSTALLER) !i F 1.7'90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER) DEC 3 0 20' (� G.1"X 1'X 117 TEE S.7'PVC PIPE(BY INSTALLER) Cl. �� \\B, ii.1"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4"NPTWASON COUNTY ENVIRON ; AL fl LT : Z.X 1-BUSHING U. 1/2"STREET X 114"NPT BUSHING(2) rp) 2 J 2"SANITARY TEE V 1 "PVC COUPLER(2; RET ._ Ii4 ICJ K 1"PVC CROSS W 7 COUPLER(BY INSTALLER; 1"COUPLER(BY INSTALLER) ' Revised 2/25/12 LO t 14 2-Compartment Septic Tank with Solids Pump in Second Chamber "Tr - 0... - \ e_ — Qu,t-v P vnc, w-0--\\/\ SECURED LID WITH GAS TIGHT SEAL 24 DIAM ETER RISER \ - k FINISH GRADE ' -mama w- 2* — \i-:-_- --- !-!/s L. ________ :11777 11 r a: Discharge * e..... ....----0...-- I 'r. I ' - . n= FLOATING MAT . left I �iEtITS _ �j i U Iffnalraang C pcd coritre-I-� uk -c- Cek APPROVED DEC 3 0 2025 Z - -4— MASON COUNTY ENVIRONMENTAL HEALTH RET SvvA-U--- (( 6614 SECTION:2.20. Trusted.Tested.Tough." © 0 Z7e111 � FM2790 0 Product information presented 1216 1 Z here reflects conditions at time Supersedes of publication.Consult factory PUMP COMPANY 0715 regarding discrepancies or inconsistencies. 1-��\ \ C24— e_ - V 1` `°,At`\--\--€. w L- TECHNICAL DATA SHEET WASTE-MATE SERIES v,,� , Models 270, 4270 Sewage/*Effluent or Dewatering Pumps erlrPRODUCT SPECIFICATIONS SINGLE SEAL 4-3/4' 8-5/16' Horse Power 1 [121 mm) [211 mm) El6-13/32'[163 mm) Voltage 115 or 230 Phase 1 Ph r o� 4-3/4'[121 mm] • d: Hertz 60 Hz _ 1_ grit' fa. i E— -� G_>, ,�� QC RPM 3450 C. Type Permanent split capacitor " 2'NPT Insulation Class B 1 Amps 7.5-15.0 I Operation nonautomatic Discharge Size 2"NPT 611_ Solids Handling 2"(50 mm)spherical solids () I BIM 14-21/32" d Cord Length 20'(6 m)standard [372 mm] 'aO�: ��� m Cord Type UL listed 3-wireneoprene cord and plug_5-�I '[150 mm] dMax.Head 29'(8.8 m) t 1/ I —1 i Max.Flow Rate 132 GPM(500 LPM) Max.Operating Temp. 130°F(54°C) Cooling Oil flied DOUBLE SEAL • .. Motor Protection Auto reset thermal overload Cap Cast iron 4-3/4" 8.5/16' Motor Housing Cast iron (121 mmJ (271 mm- 6-13/32'[163 mm] • Pump Housing Cast iron •.�� } Base Cast iron or engineered plastic ``,,�,'.= 4-3/4'[121 mm] _ .Ifs/��w�1�1� �A1 co Upper Bearing Sleeve bearing '.V`;1 j:.`.� Q.; Lower Bearing Ball bearing u'�• V 2"NPT �: . ;r Mechanical Seals Carbon and ceramic t7l•, Im eller Ty pe p Non-clogging vortex INN Impeller Engineered plastic I MI Hardware Stainless steel y a M_,. Motor Shaft JIS S45C steel l • 18 23732" ' Gasket Neoprene 475 mm] Simplex:24^x 30"(60.9 x 76.2 cm) I r Min.Basin Size Duplex: 36"x 36"(91.4 x 91.4 cm) nalli 6-1/4'[159 mm] i [ I NOTE: 'n,a sizing of effluent eyatoma normally rcquirw vorlo Dlo love! float(5) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. APPROVED sxtssz NOTE:See model comparison chart for specific details. May be used in those states where codes do not restrict solids size in effluent systems. DEC 3 0 2025 0 [sspMa] Q ��` MASON COUNTY ENVIRONMENTAL HEALTH ;: .abet t RET 227375 ©Copyright 2016 Zoeller°Co.All rights reserved. 502-778-2731 ) 800-928-7867 ( 3649 Cane Run Road [ Louisville,KY 40211-1961 ( www.zoeller.com 1,Z 14 to TOTAL DYNAMIC HEAD CC PUMP PERFORMANCE CURVE � � FLOW PER MINUTE z MODEL 270/4270 MODEL 270/4270 3C Feet Meters Gal. Liters 8— 25 5 1.5 132 500 0 10 3.0 101 382 a = 6— 20 15 4.5 77 291 o 20 6.1 56 212 z 15 25 7.5 29 110 0 4— Shut-off Head 29 ft.(8.8m) a 0 10 2— 5 0 1 I 20 40 SC 80 100 120 140 GALLONS I I I LITERS 0 -CO 200 300 400 500 FLOW PER MINUTE 013220 MODEL COMPARISON Model Simplex Duplex Seal Mode Volts Ph Amps HP Hz Lbs Kg P BN270 Single Auto 115 1 15.0 1 60 49 22 1 or 2 3 BE270 Single Auto 230 1 7.5 60 73 33 1 or 2 3 N270 Single Non 115 1 15.0 1 60 49 22 1 or 2 3 N4270 Double Non 115 1 15.0 1 60 73 33 1 or 2 3 E270 Single Non 230 1 7.5 1 60 49 22 1 or 2 3 E4270 Double Non 230 1 7.5 1 60 73 33 1 or 2 3 Additional cord lengths are available in 15'(5 m),35'(11 m)and 50'(15 m). SELECTION GUIDE 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch.Refer to FM0477. 2. See FM1228 for correct model of simplex control panel. 3. See FM0712 for correct model of duplex control panel. CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators for duplex systems available with variable level control switches. • Minimum recommended basin size(small load applications): Duplex-30 x 0"(76.2x 6.2cm)) APPROVED Duplex-30"x30"(76.2x76.2cm) Standard All Models- DEC 3 0 2025 270-Weight 49 lbs.(22.2 kg) 4270-Weight 73 lbs.(33.1 kg) MASON COUNTY ENVIRONMENTAL HEALTH • High water alarms available RET • Mechanical alternators available for duplex systems IA CAUTION I Maximum temperature of sewage or dewatering must be limited to 130°F(54'C).For over 130°F(54-C),special quotation required. A CAUTION 1 All installation of controls,protection devices and wiring should be done by au qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code(NEC)and the Occupational Safety and Hcalth Act IOSHA). Copyright 2016 Zoeller°Co.All rights reserved. 502-778-2731 1800-928-7867 13649 Cane Run Road I Louisville,KY 40211-1961 I www.zoeller.com Alk avow Septic Der6igno, NuWater BNR Pretreatment • • INSTALLATION & MAINTENANCE , yr� 510 349 (`y Pressure Distribution Systems +-kZ''jAUHNSON'. 1. Install Laterals with contour of the ground. EXPIRES 2. Install trench bottoms level. (a- -vs' 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. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be 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. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines 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 or tanks. 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 an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. Ensure anti-siphon hole sprays down/away from tank opening. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines and easements. 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. APPROVED DEC 30 2025 �4 MASON COUNTY ENVIRONMENTAL HEALTH I RET