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SWG2025-00344 - SWG Application / Design - 9/2/2025
MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 A BELFAIR:360-275-4467,EXT 400 —�' Public Health & Human Services ELMA:360-482-5269,EXT 400 1' FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00344 APPLICANT LOREDO VITTORIO &JENNIFER T Phone: Address: 1947 BURRELL ST BREMERTON, WA 98337 OWNER LOREDO VITTORIO &JENNIFER T Phone: Address: 1947 BURRELL ST BREMERTON, WA 98337 SEPTIC DESIGNER Tim Quayle-Quayle Septic Designs Phone: 360-440-4249 Address: 140 Maple Ln PORT LUDLOW, WA 98365 Site Address: 2660 NE Bear Creek Dewatto Rd Primary Parcel Number: 123052300010 Permit Description: New 2BR SFR -Nuwater Permit Submitted Date: 09102/2025 Permit Issued Date: 09/24/2025 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 II 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. 8 Buffers to critical areas (streams, shorelines. wetlands, slopes) shall be retained in natural vegetation or a legally established non-conforming condition. Removal of natural vegetation in the buffer is prohibited. 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 DATE RECEIVED: .019 '2.6 AMOUNT RECENED' R4E1C_ENED BY: CO CO `t;.`> Public Health & Human Services `j`j� o v ` cp M Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ��� � — /(J�© r y' O 415 N.6th Street Shelton,WA 98584 1P1-W �/-�, 73 Z U) ON-SITE SEWAGE SYSTEM APPLICATION m n m APPLICANT PHONE Vittorio and Jennifer Laredo 509-680-2817 � c MAILING ADDRESS•STREET,CITY.STATE,ZIP CODE M 1947 Burwell St., Bremerton, WA 98337 0 4.) 73SITE ADDRESS-STREET,CITY.ZIP CODE _ 2660 NE Bear Creek Dewatto Rd., Belfair 01 � I N NAME OF DESIGNER PHONE G Tim Quayle - Quayle Septic Designs 360-440 •i4':, NAME OF INSTALLER PHONE a`,I 0 I To be determined 47- b 74 PERMIT TYPE(select one) DRINKING WATER SOURCE 0 Or-RESIDENTIAL OSS rl COMMUNITY OSS ff COMMERCIAL OSS h PRIVATE INDIVIDUAL WELL ti PRIVATE TWO-PARTY WELL Z I\3\ 2 PUBLIC WATER SYSTEM PUD II1 , TYPE OF WORK(select one) M NEW CONSTRUCTION/UPGRADES to REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR q + SUBMITTALS CI SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co O W ` `!`�I IJ DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025? n t 0 WAIVER(S)(IF APPLICABLE) 2 5.91 acre DYES ENO 0 O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gale) 2660 Bear Creek Dewatto Rd. - sign with address and Laredo name at access rd. off main IO road Go down about 200' and go right on driveway to soil logs and house site. o 0 See vicinity map also, SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER: COMMENTS/CONDITIONS INSPECTOR SOIL LOGS c r 1 )-6 /1/itiY L '2 / I c6p... y 5 i, , 4-0 imk\-4" RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=yY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS i P CATION APPROVED,ISSUED BY DATE ItybPE TO SIG T RE DATE APPLICATION EXPIRATION DATE r _ itt6C)4 ifkast ci-2-'6=6 THIS O A E SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 0 5 2 3 0 0 0 1 0 w..:_-�.-.-.- ------------------- -- 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" nn PARCEL IDENTIFICATION Permit Number: SWG oC�'S - 003(4q Designer's Name: Tim Quayle-Quayle Septic Designs Applicant's Name: Vittorio&Jennifer Loredo Designer's Phone Number: 360-440-4249 Mailing Address: 1947 Burwell St. Designer's Address: 103 Sayward Ln. Bremerton WA 98337 City State Zip Port Ludlow WA 98365 City State Zip Designer's Email quaylesepticdesigns@protonmail.com DESIGN PARAMETERS Treatment Device , ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter L�1 ATU NuWater BNR 500 0 Other Treatment Level(check all that apply): ❑ A CI B ❑C ❑ BLl ❑ BL2 ❑BL3 ❑ E ❑N Drainfield Type ❑Gravity il''Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity )v 2-10 gpd Length 50' ft Daily Flow: Design Flow i) gpd Diameter 1.25" in Septic Tank Capacity(working) 460 ~/r gal Number 4 Receiving Soil Type(1-6) Type 4 Separation 2' ft Receiving Soil Appl. Rate .6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 52 Designed Primary Area 600 ft2 Diameter 1/8" in Designed Reserve Area 1000+ ft2 Spacing 60" in Trench/Bed Width 3' ft Manifold Trench/Bed Length 200' ft Schedule/Class 40 Elevation Measurements Length 70' ft Original Drainfield Area Slope 4% % Diameter 1.25" in New Slope,If Altered 4% % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation up-slope 11" in Transport Pipe from Original Grade Down_slope 10" in Schedule/Class 40 Designed Vertical Separation 14"+ in Length 35' ft Gravel-based Drainfield Required? 0 Yes re No Diameter 2" in Pump Required? 'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day TBD Diff. in Elevation Between Pump&Uppermost Orifice 8' ft Dose quantity TBD gal Drainfield Squirt Height/Selected Residual(head) 6' ft Chamber Capacity(flood) 1100 gal Uppermost Orifice 'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity C Total Pressure Head 22.5 gpm ' Timer Er Elapse Meter g Event Counter Calculated Total Pressure Head 18.1 ft If Timer: P 41411WpitpEff KtTBD Comments ''. ki S (/� N �-c. t ►lfe lM e 1,di5 SEP 24 2025 MASON COUNTY ENVIRONMENTAL HEALTH Jaw Revised: 6/11/2025 lk iiim DESIGN FORM-PAGE TWO Assessor's Parcel Numberi I j 2 1 3 1 0 1 5 { 2 1 3 k 0 I 0 I 0 s 1 1 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ef Test hole locations et Drainfield orientation and layout Reference depth from original grade: F1' Soil logs Er Trench/bed dimensions and Er Septic tank It Property lines critical distances within layout V Drainfield cover it Existingandproposed wells le D-Box/Valve box locations Reference depth from original grade within 100 ft of property le Septic tank/pump chamber and restrictive strata: Q( Measurements to cuts,banks,and locations (ir Laterals,trench/bed,top and surface water and critical areas Er Observation port location bottom ie Location and orientation of er Clean-out location 0 Curtain drain collector curtain drain and all absorption le Manifold placement V Sand augmentation components Ile Orifice placement Other cross-section detail: Er Location and dimension of le Lateral placement with distance Er Observation ports/clean-outs primary system and reserve area to edge of bed Er Buildings Other Information ��1 i 1 le Audible/visual alarm referenced Yes No 11 id Direction of slope indicator 1 bar 0 �Recorded 1 le Scale of drawing shown on scale 0 eDesign st Er Waterlines �• ��a ..c�` '�;;i 6/„. Er Roads,easements,driveways, V Elevation benchmark and relative 0 VWaive . .1 ,.•.. tt parking elevations of system components V ❑ Pump �1` < ,T ` ' .tPAN er North arrow and scale drawing 0 �Eval ,I.Ni.oft i ,.,, shown on scale bar Non-resld• if-- i • ai+. ; •,� '•',•: : . ❑ ❑ Flow y'11 .-.)c DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation L+'Yes 0 N /4-4.4- &://•'""*.r4A1A' "11-.) I)p R Signature of Designer Date 0 SE y� The undersigned has reviewed this design on behalf of Mason County Public Health ancndkittrO 1 l it tolalii025 compliance with state and local olations: ENV/R� ,fj / (,)A761 Gf-2.`r'25 Jew MENTAL HEA, Ty Enviro en . ,i h Specialist on-site Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. �j ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: "//,�. - LI- ✓ 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:6/11/2025 "-----T. O + •1 �S£ % Cr R. `� i Cr ` i -/+ ,b9 ~— •tilt.. ia�,O W �� GioN YY A 0 ,, MC a `a `�`k\s' i J/ (n °� z \‘M � ° 0 a>i N a - � C = 0 ea 0 C to (p L 5 U �j E p ttl L 3 $''.+ p c 0- Q `� f0 N aJ to o ° co a a) c ]. _ a acne o ca a�.� o .c - 0 0c p i 0' °' C0 a, ,t. ' a a c° c �O c N x a Q E c Q fp N 03 L(121 E • E ms° + u- o r -o N c m a) • \ "--______. Ln ce O 4-) VI\a) 7 M - ....................,/ F 0'. O cB O W o O mO — —� + ,60t, - O LU M pb ogle ,--1 z N v c c Mao )laa E a) c o -"ea: OO +� 03 " c l0M a) aci c E N ,N-1 � N ° o ° oa v \..if‹....__ PPROVE ' ' A . mr SEP 2 4 2025 40 MASON COUNTY ENVIRONMENTAL HEALTH JBW c (a / x +� o Y a) L (J T a 3 !CLL a) Its ra CU a N OU C Cl. a) `^ 3 .c — > `acnN v c v c NZ o v :c Q (a X a E\ = ra �� 1 c - C N o L Uf O m N X a)4-7' C a C L IU Ii L X • CO CD __:'_=----- --, ...........:: ) 0 L O \\\ O pir CU co L.) O I - \, aj .a✓ a a� o ro L IZ x• m :(,)\ N o a C I ° a I • m Iv oQ CI 1 'L � X - M O ce - M • • O a O C a I 'X in Mil ------j I caU a� U) a p ` � (0 _J s E o o a nrN Io rn � o L ELncw ° a a) c0a) odL o aL N 0 CNZ E O C (a c6 v Z al - O . V I N to v �, r, ., a 0 O (NI O o X j �� Z �, Tr L- r1 Nan u M 6pb O rl (p p � 'I _ OCU O in PPROVE - -,,� o Lnu �ea� 1 I. N �I �laa� a •7 .O O �� LC) 01 =n. lD N -5 •bpit MASON COUNTY ENVIRONMENTAL - at ;Q� N 1--1 Hi Jy � r !t �� . maw % ```�i. &4ld;v°3 v,s' cv 2 Z 0 c �IL\i4144' r. "II coo 4,6,D 6 C✓ c. Ue GJQte /q' DRINKING WATER&ONSITE SEWAGE SYSTEM SPECIFICATION SHEET Assessor Tax Account Number: 123052300010 A. DRINKING WATER SUPPLY INFORMATION System Name System ID li Public PUD #1 ❑ Proposed ❑Private ASSESSOR TAX ACCOUNT NUMBERS FOR PROPERTIES SERVED BY WELL [Existing ❑Individual Water Connection 1(Parcel with Well) Water Connection 2(Parcel connected to Well) ❑2-Party B.SOIL EVALUATION PROFILES Soil Evaluation Dote SOIL LOG NUMBERS MUST CORRELATE WITH SITE PLAN-INDICATE TOTAL 7-28-2025 EXCAVATED DEPTH,SOIL TYPES,WATER TABLE LEVEL&DEPTH OF RESTRICTIVE LAYER SOIL LOG#1 SOIL LOG#2 SOIL LOG#3 SOIL LOG#4 Downslope Side Measurements Downslope Side Measurements Downslope Side Measurements Downslope Side Measurements Primary Primary Reserve Reserve 49"total 40"total 30"total 33"total , roots to 33" roots to 32" roots to 19" roots to 30" 0-11"DF brown sandy loam 0-19"DF brown sandy loam 0-18/19" DF brown sandy loam 0-22/23" DF brown gravelly 12"-26/30/32"brown sandy loam 12"-24/26/28"grey sandy loam sandy loam (different parts of hole) (different parts of hole) grey compact mottled loam grey compact mottled loam below below 18/19" grey compact mottled loam 26/30/32 grey compact mottled loam below 22/23"" below 24/26/28" No water seen No water seen Type 4 soil No water seen Type 4 soil No water seen Type 4 soil Type 4 soil o a ell " I, C. DAILY FLOW-TANKAGE-TREATMENT DESIGNED MAX SEWAGE FLOW TRASH/SEPTIC/PUMP TANKS ADVANCED TREATMENT INFORM•,i�+ :` •'•;"Al. 360 Type Size(gall (� proprietary Advanced Treatment o, Y i ��`L�;•. 0) 1000 1 f Enviroflo NuWater - ! '- Gallons Per Day Trash Tank Manu acturer. / 71, _ It PROPOSED RESIDENTIAL BEDROOMS / BNR-500 ' 21034402 I 3 ❑Septic Tank Model: ` TM Maximum Bedrooms / 1000 1 O Non-Proprietary Advanced Treatme $ U E R ,;/ PROPOSED TREATMENT LEVEL L�J PumpTank rVy _ TL B FrOther 1100 1 DewceType' 0t,-- .S D. DISPERSAL COMPONENT CONSTRUCTION DISPERSAL COMPONENT SIZING TRENCH CONSTRUCTION PROFILE A.Slope In Primary 3-4 % Hydraulic Loading 63-4 Rate of Dispersal Area: A.Percent Slope in Primary: % E.Additional Cover Required 12" inches Minimum Dispersal Area(Sq.Ft.)In Primary: 600 D.Trench Width A B.Maximum Trench Depth: 1 ve,a 36" (Downslope Side Measurements) Minimum Linear B.Maximum 200' Trench depth 14"+ Feet or Dimensions: Dispersal 10' inches Component �,,,, C.Vertical Separation: ,. DISTRIBUTION METHOD r Infiltrative < < < < < < < Space 36" Gravity Distribution ><><><><><><><><> D.Trench Width: M n Native ><><><><><><><><> C.Vertical (Pressure Distribution SO1I ><><><><><><><><> Separation ❑Drip Irrigation ><><><><><><><><> B.vitTilDerVqted:+''". .i > 1 1 1 1 f 1 i ❑Other: •Restrictive Layer OR H14h so est Seasonal Water Table• • SEP 2 4 2025 . .. MASON COUNTY ENVIRONMENTAL HEALTH JBW Site Specific Notes and Requirements— 2660 NE Bear Creek Dewatto Rd. - Laredo #123052300010 1.This project will construct a new 3 bedroom home on public water.A NuWater ATU and pressure distribution is proposed. It will meet TLB. 2. 200'of pressure infiltrators are required. Install 4x50' laterals. The laterals may be angled slightly differently to better follow the contours. Stay 40'to the green wetland ribbons. 3.The 1.25" laterals are to be hung with 1/8" orifices on 4'spacing.An Orenco PF3005 turbine pump or equivalent is required. 4.The valve box riser is to be at the high point. It must have wire mesh installed below it with gravel, or be in a self contained box. 5. Plastic chambers are to be used with filter fabric over the louvers. No low profile chambers are to be used. The pipe must be hung in the chambers. It is required to put galvanized wire mesh under the chambers (see attached). 6. Gravel is OK as long as the orifices are drilled at 12:00 with orifice shields over the orifices. 7.A 10" maximum trench depth is required. 8. Concrete tanks are required. Hagerman tanks are preferred as they make the NuWater tank. The tanks may be re-located as long as all setbacks are met. 9.A NuWater BNR-500 is required with a concrete 1000 gallon trash tank preceding it. Do not put a filter in the trash tank.A 1000 pump tank with 3 floats is required. The pump tank is required to have 2 riser lids up to the surface.This pump tank may need to be special ordered.A flow inducer is required in the pump tank. Install an anti siphon check valve in the pump tank. 10. Install only during dry weather. 11 Install a Rhombus IFS control panel.The control panel may NOT be a floatless panel. It is to be mounted on a 4'x 8'post or on a non bedroom wall. The pump tank is to have 3 floats. See the attached pump spec sheet. 12.An annual M&M notice to title is required is required to be recorded prior to final. 13. Storm water is to be designed by others. It must be located 30'from all septic drainfield areas. An additional $495.00 inspection/record of construction fee is required to be paid to the designer prior to ROC submittal.This is to be put in the installers bid. Tim Quayle APPROVE Y;'` `. SEP it 2025 � 2 Quayle Septic Designs 360-440-4249 •• 111 MASON COUNTY ENVIRONMENTAL HEALTH 1 447 111� .L B W •�of 9 o' /3 `', �• _ tr`,� f 21034802 fa TIM QUAYLE i LICENSED DEAR Quayle Septic Designs Pagel General Construction Notes—2660 NE Bear Creek Dewatto Rd. -Laredo#123052300010 Also see the site specific notes 1. This is not a survey.All property lines have been demonstrated by the property owners or their agents. It is the responsibility of the owner or their agent to provide any and all information pertinent to the development of the septic feasibility/design including gray/black water lines, utility locations, property lines, easements, buffers, and any other setbacks as determined by governmental agencies. If easements exist and are not shown, it is the responsibility of the client to disclose easement locations and the client assumes all liability for any damages resulting from their omission. 2. Any topography shown is per publicly available GIS data. 3. Water line disclaimer: If the water line needs to be re-located for any reason, the homeowner assumes all financial responsibility.The installer must verify that the water line location at the time of installation meets all setbacks.All potable water lines must be at least 10'from all septic components or be sleeved in accordance with all applicable regulations. 4. All known wells that impact the subject property are shown to the best of our knowledge and the knowledge of the property owner/client. 5. Dry weather installation and site preparation is required. 6. Protect the primary and reserve drainfield areas from vehicular traffic and storage of building materials. No foundation spoils are to be placed on any drainfield areas. No burning in any drainfield areas. 7. Curtain drains may be required or desired at the time of installation, even if it is not shown on the design.Any costs, including re-design fees are the responsibility of the property owner/client. 8. Direct all downspouts/surface water away from the drainfield areas.The final grade must direct surface water away from the drainfield. 9. Storm water systems/I-pits are the responsibility of the client.All setbacks must be maintained. 10. A new design may be required if the house footprint and drainfield are not compatible, if vertical separation cannot be maintained, or if the soils in the drainfield areas are disturbed or encroached upon. 11. Tank locations may be re-located as long as all setbacks can still be met. 12. Downslope footing drains must be 30'from any drainfield area. Follow all county setbacks for stormwater. Stormwater is to be designed by others. 13. The length,number and angle of the laterals may change somewhat during installation as long as the laterals remain in the approved location. This could be due to the lot not being cleared at the time of the design. Contact the designer if you need to change the lateral configuration. 14. Do not install laterals through large trees or old growth stumps. 15. Do not make any cuts more than 5' in height within 50' of any drainfield area. 16. Cover material must be sand or type 3 soil and must be seeded after cover.A good type 4 soil could be used in some cases with designer approval. 17.Winter check inspections, pre and post cover inspections, certification set ups, and the record of construction drawing are not covered in the design fees. 18. Garbage disposals are not permitted, and this designer is not responsible for any damage that may result. 19.Waste strengths are not to exceed normal residential waste as det .nti lnajtalt E g regulations.Actual flows should not exceed 70% of the design fl o a r s SEP 2 4 2025 MASON COUNTY ENVIRONMENTAL HEALTH JBW Page 2 20. Installer and client must verify the location of all stub outs before determining the tank installation depths. 21. All new irrigation lines must have back flow prevention installed. 22. All access enclosure lids must remain at the surface and be watertight.Use stainless steel screws where applicable. , 23. Do not use the soil logs as a benchmark. 24. Installer to verify soil depths have not changed prior to install. This is to ensure that vertical separation can still be met. 25. This design does not guarantee building permit approval or if the proposed building location is in compliance with building codes. 26. The designer is not liable for construction practices during installation or erosion control problems. 27. Installation of all proprietary products/treatment products must follow the manufacturers guidelines carefully. 28. Septic system additives can cause damage and should not be used. Their use will void all warranties. Only toilet paper and human waste are to be flushed down the toilet. 29. Garbage disposals are not permitted, and this designer is not responsible for any damage that may result. 30. The client assumes responsibility for filling in the soil logs after the necessary inspections have been made. i/1Ii / j , / -v� 11i • v r 21G3»002 f + • id` TMOUAYLE . . V I '..A M D DESIGNER APPROVE , ., SEP 2 4 2025 MASON COUNTY ENVIRONMENTAL HEALTH haw Pump Selection for a Pressurized System-Single Family Residence Project Parameters 300 , 1 t Discharge Assembly Size 2.00 inches pf Transport Length 35 feet Transport Pipe Class 40 Transport Line Size 2.00 inches Distributing Valve Model None Max Elevation Lift 8 feet 250 ` Manifold Length 70 feet Manifold Pipe Class 40 i PF3010 IL Manifold Pipe Size 1.25 inches Number of Laterals per Cell 4 11111 1 1111 111111111111111111111111111 Lateral Length 50 Lateral Pipe Class 40 feet m 200 Pf3o37 i 1111111111111111111111111111M11111 r l PipeSize 1.25 inches a I Lateral 11111111 111111111111111113111111111111 Or Tice Size 1/8 inches I Orifice Spacing 4 feetl11lIlllllIl11lI1l1iiilI1IflhlllIIlll11 I— Residual Head 5 feet v Flow Meter None inches R IIW11 ''0 feet = 150 E Calculations Minimum Flow Rate per Orifice 0.43 gpm CI Number of Orifices per Zone 52 }'Total Flow Rate per Zone 22.5 gpm H1 11irIui ' Number of Laterals per Zone 4 Flow Differential 1st/Last Orifice 0.8 Transport Velocity 2.2 fps Frictional Head Losses Loss through Discharge 1.0 feet1RhiiiiihiiiiiIII1 Loss in Transport 0.3 feet _ mi. Mani Loss through Valve 0.0 feet IIIIIIII!IlLoss in Manifold 1.3 feet 111111 pill Loss in Laterals 0.1 feet Loss through Flowmeter 0.0 feet 15 20 25 30 35 40 'Add-on'Friction Losses 0.0 feet 00 5 10 Net Discharge(gpm) Pipe Volumes Vol of Transport Line 6.1 gals Vol of Manifold 5.4 gals PumpData Legend Vol of Laterals per Zone 15.5 gals Total Volume 27.1 gals PF3005 High Head Effluent Pump System Curve: 30 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz Pump Curve: Minimum Pump Requirements Design Flow Rate 22.5 gpm PF3007 High Head Effluent Pump Pump Optimal Range: Total Dynamic Head .�'•t? feet 30 GPM,3/4HP �.' ��gg •oHz,200/460V 30 60Hz Opa;1 g Point:0 or I p PF . • h Head Effluent Pump esig�`'1oint 1)2� 30 , � P �P� `�"'11 230 :s Hz,200/460V 30 60Hz i F was ® inli-- ..,.....- '..,,,`?T.-��� �► ASON COUNTY ENVPONMEN1 � �s Hlph Head Effluent Pump s�I� M ■BW 30 GPM,1-112HP , _1,•/ 21034802O 230V 10 60Hz,200/230/460V 30 60Hz fTIM OUAYLE i LICENSED DESIGNER t/ S S T E M S �� . ......... ` t ' ' 0 W i ii\ , ," ° VS-o/y NJ r, ." .... 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' n k r ■ w 1\luVVater Advanced Treatment Systems By Enviro-Flo,inc BNR Series Wastewater Treatment Systems Washington State Installation & Owners Manual .40 Class I Wastewater Treatment Systems 500/550/600/800/1000/1500 Gallon per Day Capacity Commercial and Residential Systems The Environmentally Friendly Alternative for Wastewater ea atR 0 V E ENVIRO-FLO Inc. P.O. Box 321161 SEP 2 4 2025 . } MASON COUNTY ENVIRONMENTAL HEALTH Flowood, MS 39232 GGT 1-877-836-8476 JB W This product has been tested in accordance with the criteria set forth in the ANSI/NSF Standard 245 PROCESS DESCRIPTION The NuWater BNR Wastewater Treatment System is designed for treating domestic wastewater generated by normal household activities. The system consists of a single tank utilizing the extended aeration activated sludge process. The system is capable of producing an effluent which meets or exceeds applicable state discharge standards. This system has been successfully tested in accordance with National Sanitation Foundation (NSF) Standards 245 and 40. Treatment begins when wastewater from the home flows into the pretreatment zone of the system. Here, the organisms begin to break down and convert the waste into gases and additional microbes. This is also where nitrate is converted to nitrogen gas. The partially broken down waste then enters the treatment area, or aeration chamber. In the treatment area, waste is continually exposed to microbes for the remainder of the treatment process. The digestion action of the aerobic microbes results in a lower concentration of pathogenic bacteria. After average retention time in the aeration zone of 24 hours or more, the mixture enters the clarifier where calm conditions enable separation of microbes, solids, and treated wastewater. The microbes that settle out of the water sweep back into the aeration chamber where they are again beneficial in wastewater treatment. The proprietary airlift provides for a portion of the treated wastewater to be returned to the pre-treatment zone for additional treatment and de-nitrification. The result of aeration and quiescent separation, followed by recirculation is an effluent that is clear, odorless, and low in nutrients which may be discharged according to local health regulations. The NuWater BNR Wastewater treatment system is available in concrete and polyethylene. Materials are subject to state approval. 2 NuWater BNR Individual Home Wastewater Treatment System The NuWater BNR system is uniquely designed based on modern concepts. This system has been tested at an ANSI certified lab. It has undergone strenuous testing,meeting ANSI/NSF standards 40 and 245 requirements, and is approved for use throughout the United States. NuWater BNR Model Sizes available in Washington State are: 500 & 600 GPD. Please note that all sizes may not be available due to precaster availability. The NuWater BNR system consists of three compartments. They are: l)Pre-treatment, 2) aeration, and 3) clarification compartments. Pretreatment Compartment In the pretreatment compartment large solids are separated out from the incoming wastewater. This compartment helps to prevent unapproved items from entering the aeration compartment. This is also where re-circulated water, from the clarifier, is returned to continue the nutrient reduction process. Aeration Compartment The aeration compartment is designed to set the right environment for aerobic microbes to grow by having air pumped in with a specific formation. The air is diffused into microscopic bubbles by low pressure diffusers. This process agitates and mixes the effluent, while promoting the growth of aerobic microbes which breakdown organic solids in wastewater. Clarifier Compartment Wastewater from the aeration chamber seeps into the clarifier from the bottom of the tank. In this system the clarifier is referred to as the still zone. In the clarifier there are no mixing of solids and wastewater. Solids are settled and diverted from the clarifier and returned to the aerator chamber for further treatment. Water, after separation,passes through a clarifier tee assembly and discharged as local laws allow. Settled solids, and a portion of treated wastewater along with microbes are re-circulated back to the pretreatment chamber. Data Plates The following data plates should be located on the aerator and audio/visual alarm: Remove top&filter Wash every six months or as needed NuWater Sewage Treatment 115 Volt,60HZ,25 Watt,500 Class 1 For Service Call 1-877-836-8476 Model B-500NR SERIAL BNR-XXXX 1 APPROVE M� , SEP 2 4 2025 t MASON COUNTY ENVIRONMENTAL HEALTH JBW 3 ,--- --- -- 9-2 --I' \NAILXIIG-fr LJD VENT(1)p) DAL FCXrAERAT(T2 FiSFF (TYP) \ \ 1 NINIO 33 y AX i rFtiC - // N 1E J j \ __ 8RIDlCfft -- 9 1_- IM61C I l :[_,_, - 2 TEEf J 1"PAC$UDC£ I 1' FE1L NUNE 2 FCC -" i NN, \,_ ,) . TRASH CHAVBER j DIGESTER CHASER CL11 IFIE2 D ATINGCAPPOlY:417GI11U6 (PE3A11NG CAPACITY:421 GettalS CHASER R_CCD CAPACITY:49D GALLC S FtUD CAPAATY:494(JLLC1 S 160 GaLLCTiS FLOOD 191 CAL r r • 0 o e '�' o o e T X 2 o TEE e c a o . ... i !I 1z DFFUSER BARS(2) 'ef PAWLS_TOTAN(W611 _ �' C __ -.N.. - - ^l 3 SLCEERETUstl J N, 1` / �/, 1 J'T/FF6t EEMY f.1.41 STONE-FREE NATIVE3:IL CR CCAPACTED SAD L - ----- C STG'ty' JL _INEWA LMICN INSTRUCnCNs 1)Excavate talc hde milt)vatici wills to 1 foot IagEr than tat(an all sides. 9-2' 2 If bdtan of hde is stay,irstall 3'cf carped sad&lead atWthscreed. r--- — ,- ------------- 3)Install talc in cater cf file,ke cir,j1 ft.vdd space m 24'�C7n� ill sides. 2T RI�S(T M) F nOAERT 4)As tack is filling with wrier,fill in vcid space with ccr pad -L--, --� oU hGCASTS gaila(sandy)sill free d lap durps d day. / 5)Instal rest cf system&of f be rises to ad�tes with 1 vztapicd adhesive ( I I ( 1 I 4. 6)Ferfcrm vaedigtrdsstestinfieldas reqtred by local \ I jLn icn \\\ 17 -I/✓ 7)Upon apFxwd to beddill,caddy baddil with native 1 I sans we tcp of tart( 7H49-10-ft CRkSILK I 1 CUIRIFIER 8)Frd gale the&ease to avdd chandling suface -1 L J`___J viler tonal talc_ \ TCP\AIM r=28a. AEROBIC TRE4TiVENT TANK DETAIL FOR NuWATER BNR-500 TREATMENT UNIT 4 '� Nu Water ,� - Advo nc ed Trwlmwnt Systame By Envlro-rlo,lr.c 1 '...."1"........M..."4,1.1 .,...., 1111.........10111 II Ali. r-... ' - i U tot.. %v° lb I \ 7 Co1 . illillilli:bp. El 0 C-72 ill ti MP Cil ::411k1 .1111110 .frillillit> o 1 i7 u (YI Oft 0 114.4e 0@ik i 1 lit�110 ;'I �' i a �'O (� co r§Ild `� „ ��g rr [] 1111 di 6::Va' I:4, illo i PARTS LIST NuWater NR Assembly Diagram A DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) j 17 B 3/8"RUBBER 90'W/CLAMPS(2) N 1"PVC(3 1/2"SECTION) C 3/8'BARBED ADAPTOR X 1!2"NPT(2) O.1'SLIP CAP D 1/7'SLIP X 1/2"NPT ADAPTOR P 1/3"CLEAR PVC HOSE(OPTIONAL 5') E 1"STREET X 1/2"NPT BUSHING(3) Q 1/2"PVC PIPE(BY INSTALLER) F 1/7'90°ELBOW(3) R 1"PVC PIPE(BY INSTALLER) G 1"X 1"X 1/2'TEE S 2"PVC PIPE(BY INSTALLER) ll'e��; H 1-90'ELBOW(3) T.1/8'BARBED ADAPTOR TO 114"NPT(2) 12"X 1"BUSHING U 1/7'STREET X 1/4'NPT BUSHING(2) 1211 J 2"SANITARY TEE V 1l2"PVC COUPLER(2) K 1'PVC CROSS W 2'COUPLER(BY INSTALLER) L 1"COUPLER(BY INSTALLER) Revised 2/25/12 5 Plant Installation Instructions Installation of the Treatment Tank(see tank drawing in appendix) Review permit/design conditions accordingly, and decide on an appropriate location for the tank(s) which is accessible to the home sewer outlet. Excavate a site which is approximately I' larger than the tanks at a depth that will allow proper coverage of the system. The building sewer outlet will determine the minimum depth of the plant. Make sure you have a smooth level surface for the base of the unit. The tank must be placed on stone-free undisturbed soil or fill sand/pea gravel over stony soil (stones greater than 1/2 "diameter). Place the treatment tank into the excavated site and double check for level. Carefully backfill around the unit, gently compacting the soil as well as possible, and leaving the inlet and outlet holes open for connections. Connect the influent end to the building sewer outlet. Connect the appropriate discharge to the effluent end of the plant. Only 4"schedule 40 pipes or equivalent per code should enter and exit the unit until undisturbed soil is reached. Inlet and outlet pipes should extend at least 3" into the system, with a baffle on inlet as well as (double-tee)baffle assembly on outlet. Carefully install treatment unit components(next section), then install electrical components in accordance with local electrical codes. Fill the unit to the level of the effluent discharge. One by one, turn on each electrical component and verify that there are no leaks, air or water,throughout the system. If a leak is detected, repair and retest. After all required health department or electrical inspections are fulfilled, carefully backfill the excavated site. The first 4"of backfill around and on top of the tank is to be the same as the backfill under the tank. Visually inspect all above ground connections, and double check riser perforations for sign of misplaced boot seals, etc. Connect the clarifier tee to the effluent pipe inside the unit making sure it is in the level vertical position. Install riser vent or vented lid at the digester access riser,or as an alternative, vent at clarifier access if tank is properly constructed with free- moving air between digester&clarifier. Installation of Components(see assembly drawing in appendix) Read the equipment parts list provided in the owner's manual and verify that all required parts are on site. Before the system package is installed inside of the unit,each component should be carefully inspected for damage or defects. Never install damaged components inside of the treatment system. The dual port linear blower should be no more than 50' away from the plant and in a well ventilated area. The precaster will typically install a tank adapter ring onto the lid of the tank, which works well if there is 12"or more of riser height available to accommodate the blower. If the tank is shallower, blower can be installed at remote location(either in separate ventilated basin or crawlspace, etc.). Air line to diffusers should be made with 1"PVC schedule 40 pipe. Make sure the pipe is stable and resting on the excavated surface as opposed to hanging. All PVC glue fittings should be connected using approved PVC primer and cement. Use provided adapter fittings to adapt from blower to 1"PVC, as outlined in assembly drawing. A hole saw will be necessary to tap through the riser(s), and rubber grommets (recommend pull thru Polylok grommets)will be necessary to keep riser perforations watertight. As per the assembly diagram, the diffuser manifold assembly will hold the diffusers off the bottom of the tank approximately 4 inches. The screw-in diffusers are placed parallel to and approximately 4"away from the inter-compartmental wall. Verify that the clarifier tee assembly is vertical and level for correct operation. The second aerator port marked"skimmer"will adapt to 'A" Schedule 40 PVC as per the assembly diagram. This line feeds the airlift for the sludge recirculation. The 1"PVC recirculation inlet is installed vertically in the inlet of the clarifier,4"from the angled hopper floor as measured from the lowest measurable point. Tie the 'A" skimmer airline into the 1"x 'A" tee exactly 8 inches above the recirculation inlet. The recirculation line then runs vertically up to a point as shown on the tank diagram above the liquid level, and then runs horizontally back across the digester to the pretreatment tank. Upon entering the pretreatment tank, immediately adapt up to 2" Schedule 40 PVC with the provided adaptor(this is necessary to avoid splashing at the return inlet). Then run the 2" PVC back to a point visible from the access riser above and into the 2"San-Tee provided. Extend the 2" PVC down into the pretreatment tank as shown on the tank diagram. The Aerator and alarm control panel should be installed in areas where their function will not be hindered. 6 II1ST1ILLER FRIEfDLy SERIES® (IFS) SIIIGLE PI-IIISE SIMPLEX Demand Dose or Timed Dose,Float,Sensor or Transmitter Controlled System for Pump Control and System Mnnitrrrinrr a AI 2�.u,.. • . . i a . 1 . n __ rr . , , icy • I'. .. ,f,,uta,,,..„, IFS , iii- ,I ljyf P..X1Mtll/, � ID 0 , c0 us - .- - . •- LIST® A 4 5 Panel layout may vary with options. 0i0, Reg.Cdn Pat.&TM Off US Patent No.8,336,385;8,567,242;8,650,949 The Next Generation IFS simplex control panel utilizes an innovative circuit board design enclosed in a touch-safe housing to control one 120/208/240 VAC filifirillIMIIMMED single phase pump in water and sewage applications.These newly redesigned 1. Enclosure measures 12 x 10 x 6 inches(30.48 x 24.4 x 15.24) IFS panels feature an easy-to use color LCD interface located on the inner door NEMA 4X(ultraviolet stabilized thermoplastic,padlockable with for programming and system monitoring.The panel configuration can be easily integral mounting flanges,drip shield,heavy duty cover latches, converted in the field to either a timed dose or demand dose through the LCD and stainless steel%turn set screw;for outdoor or indoor use) interface. 2. Red Alarm Beacon provides 360°visual check of alarm The panel can easily be changed in the field to utilize floats,Sub-X"LT condition Transmitter or the C-Level'Sensor for continuous level monitoring.The Sub-X' 3. Circuit breakers provides pump power disconnect and branch LT Transmitter and the C-Level"Sensor sense the level in the tank and sends circuit protection included as standard on all panels a signal to the panel.Pump activation levels can be adjusted by using the LCD 4. Sub-X"LT Transmitter,C-Level'Sensor and float connection interface. terminal blocks • Five-year limited warranty on panel 5. Controller Features: • Two-year limited warranty on C-Level'Sensor and Sub-X"LT Transmitter a. Incoming Control/Alarm Power terminal blocks b. Control/Alarm Power/System Status green LED indicators illuminate if control/alarm power is present and controller is operating* c. Controller status green LED indicators for:Power/Active, • Full color graphics and menu navigation encoder for easy setup Float Input Status,Pump Run,C-Level Active* • Touch safe housing d. Normally open auxiliary alarm contacts included as • Pump Hand/Off/Auto Control selectable via menu navigation standard • Sub-X."LT Transmitter,C-Level'Sensor or float operation selectable e. Control Power On/Off switch • Demand or Timed Dose operation selectable via menu navigation f. Green LED Pump Run indicators illuminate when pump is called to run • Tank Level Indication and setpoint monitoring at-a-glance g. Control panel able to operate if LCD interface fails or is • Lead pump is easily identified by a graphic ring around the current lead disconnected pump regardless of control mode(timed dose or demand) h. Touch safe housing • Displays remaining time in Timed Dose mode 6. Alarm Horn provides audible warning of alarm condition(not • RJ45 communication connector shown) • Flashing function for alarm beacon and horn(configurable) 7. Exterior Alarm Test/Silence push button allows horn and light to be tested and horn to be silenced in an alarm condition; • Manual alarm reset(configurable) alarm automatically resets once alarm condition is cleared(not • Thermal cutout and seal failure module(optional) shown) 8. Modbus Port(RJ45)for future expansion-eg.remote monitoring,valve control,In-Site,logging,etc.(not shown) *In fault condition,LED indicators will be red. S E RH O M BUS. B.11