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HomeMy WebLinkAboutSWG2025-00243 - SWG Application / Design - 6/24/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J 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: SWG2025-00243 C 00 M APPLICANT KREIENKAMP FREDERICK & NANCY Phone: Address: 61 E WEYMOUTH PL SHELTON, WA 98584 OWNER KREIENKAMP FREDERICK & NANCY Phone: Address: 61 E WEYMOUTH PL SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 61 E WEYMOUTH PL Primary Parcel Number: 321225000124 Permit Description: Table X repair 3bd ATU to pressure bed Permit Submitted Date: 06/24/2025 Permit Issued Date: 06/27/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/26/2026 (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.govlhealth/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY Ms... MASON COUNTY DATE RECEIVED: O( - 2 _ /fO26 'tCn 4 4 . D c cn AMOUNT RECEIVE C'//�I RECEIVED BY: CO cn m Public Health & Human Services 0 �, Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 SWG 2026 — �� Z� _-th 0 415 N.6th Street-Shelton,WA 98584 G 0 x z cn ON-SITE TEM APPLICATION z c m n PHONE m Fred & Nancy Kreienkamp ,s, (303)478-4654 a, c cv MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE O � 61 E Weymouth PI d Shelton WA 98584 r m SITE ADDRESS•STREET.CITY ZIP CODE M"ri CV W same 0 NAME OF DESIGNER rI I� I� PHONE N Arrow Septic Designs, Inc l �l ,, (360) 898-2255 It NAME OF INSTALLER I Ln PHONE Q cn PERMIT TYPE(select one) � DRINKING WATER SOURCE O I N lad RESIDENTIAL OSS L.4COMMUNITY OSS p COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWC-PARTY WELL Z I N TYPE OF WORK!select one) ar PUBLIC WATER SYSTEM 1 11NEW CONSTRUCTION I UPGRADES IW-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I U1 SUBMITTALS 0 SURFACING SEWAGE RI EXISTING FAILURE 0 SHORELINE W I O i DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/10026? 5WAIVER(S)(IF APPLICABLE) 3 BR .38 ac ❑ YES Q NO 0 I 1 T p DIRECTIONS TO SITE AND SITE CONDITIONS (ex.Iockeagate) Head east on W Alder St toward N 6th St. At the traffic circle, take the 3rd exit. Turn (R) I o onto N 13th St. Turn (R) onto E McEwan Prairie Rd. Turn (L) onto E Mason Lake Rd. Turn o I _, (L) onto St Andrews Dr N. Turn (L) onto E Weymouth PI- Destination on (L). -I , IN N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 4' OFFICIAL USE ONLY BELOW THIS LINE - UPGRADE/FAILURE SOURCE(for reportng purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS S (A.,11\-Q. a 1--\_\,,3'- 0 -`,1 Z IT- 1_ (.- V'A6T-73 ti . p -Aku 45 v✓( Nor) A,vA,-{—b(`-- RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM S.=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAP?ROYAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE V\ (0 IZO'c C/zu 6fz7J2s THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 2 — 5 0 — 0 0 1 2 4 A design will be reviewed when 3 conies of each of the following are submitted: Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. Cross-section sketch.including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 2(9Z"^002.4 3 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Fred&Nancy Kreienkamp Designer's Phone Number: (360)898-2255 Mailing Address: 61 E Weymouth PI Designer's Address: 171 E Vuecrest Dr Shelton WA 98592 City State Zip Union, WA 98592 City State Zip Designer's Email paulaj@hctc.com DESIGN PARAMETERS Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Li ed Drainfield 0 Recirc ating Filter 0 ATU NuWater BNR-500 U Other galas pre-trash tank), Treatment Level(check all that apply): ]A B 0 C 0 BLl BL2 0 BL3 ❑E f l N Drainfield Type ❑Gravity Ef Pressure 0 Trench liBed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 45 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 80 Designed Primary Area 450 ft2 ' Diameter 5/32 in Designed Reserve Area 450 ft2 Spacing 28 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 45 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? l 'Yes 0 No Depth of Excavation up-slope 18 in Transport Pipe from Original Grade Down-slope 12 in Schedule/Class 40 Designed Vertical Separation 24+ in Length 50 ft Gravel-based Drainfield Required? I 'Yes 0 No Diameter 2 in Pump Required? Elf 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 90 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice I 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 51.2 gpm l( Timer 0 Wapse Meter ❑yEvent Counter Calculated Total Pressure Head 18.60 ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments APPROVED MN 7 7 2025 MASON COUNTY EN IRONYENTAL HEALTH Revised:4/14/2025 1 o `I RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 2 2 — 5 0 0 0 1 2 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Eid Test hole locations Drainfield orientation and layout Reference depth from original grade: l r Soil logs Er Trench/bed dimensions and g Septic tank Bj Property lines critical distances within layout cif Drainfield cover ❑ Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property lir Septic tank/pump chamber and restrictive strata: RI Measurements to cuts,banks,and locations 6d Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption lir Manifold placement 0 Sand augmentation components Orifice placement Other cross-section detail: Ig Location and dimension of Lateral placement with distance I� Observation ports/clean-outs primary system and reserve area to edge of bed Buildingsg Other Information Audible/visual alarm referenced Yes No gi Direction of slope indicator 121 Scale of drawing shown on scale Er 0 Designstaked out g Waterlines bar 0 Er Recorded Notices attached g Roads,easements,driveways, p Elevation benchmark and relative 0 M Waiver(s)attached parking elevations of s •m components Er 0 Pump curve attached Er North arrow and scale drawing r �I j g ❑Evaluation of failure shown on scale bar . Non-residential justification ), 0 Eli Waste strength of• /49 ( ❑ riff'Flow igyito The undersigned designer must be notified It Yes 0 No q"JOY JOHNSON 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-site regulations: ( .16\cL.11)\,v(Ctli ( (7- 1 17 Environmental Health 4pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health.,1 The The Onsite Sewage Permit has not expired,the Permit Expiration Date is: f(��o ✓ 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 171 E.Vuecrest Dr. Union,WA 98592 June 16,2025 Mason County Department of Health Services 415 N 6th St Shelton,WA 98584 RE: Fred&Nancy Kreienkamp(Parcel#32122-50-00124) Evaluation of Failure Dear Inspector: Attached is a replacement septic design for a property located at 61 E Weymouth Pt,Shelton,WA 98584. There is an existing 2-bedroom home built in 1981 that ties into a 3-bedroom permitted gravity septic system installed in 1972. The existing system has a 1,000 gallon single-compartment concrete septic tank followed by a 345-360 s.f.gravity trench drainfield. The septic system was recently inspected for a proposed addition/remodel building permit to the existing garage. During the inspection,it was found that the drainfield is not accepting water,there are roots in the d-box and many large fir and cedar trees in the area. Looking back through the service records, there have been other drainage and root infiltration issues over the years. The new drainfield will be approximately 82 ft from Lake Limerick and soils vary from Type 1 to Type 3, requiring treatment level B so we are proposing a NuWater BNR-500. The existing septic tank may be used for a pre-trash tank if the installer deems it to be in acceptable condition,or it may be replaced with a new 500-gallon pre-trash tank. The NuWater wilt be followed by a new 1,000-gallon minimum pump chamber. The new drainfield consists of 450 s.f.of shallow pressure bed 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. This replacement system meets Table X guidelines with over 50'(approx.67 ft to the gravel beach and 82 ft to the lake edge)to surface water,Treatment Level B&BL2,and 24"+of vertical separation. We have designated a full reserve drainfield area. The reserve is designated farther from the lake than the primary because the primary was chosen to minimize removal of the massive trees on the property. Also, if it is ever needed,the reserve won't have effluent seepage as it could if the primary drainfield was up-slope of it, it will be a fresh soil area. Since the owners are planning to add over 200 s.f. of living space with the garage remodel, but not increase the number of bedrooms,this would be considered a low-impact expansion in Mason County's Environmental Health Building Permit Policy guidelines. The property owner's contact information is as follows: APPROVED Fred&Nancy Kreienkamp JUN 2 7 2025 61 E Weymouth Pl Shelton,WA 98584 MASON COUNTY ENV1RONYE'ITAL HEALTH (303)478-4654g;Z RET If you need furrformation, please contact my office at(360)898-2255. Sincerely, 1 � � 1,, oq WA8y ���t y .' 510C3.* '. 1\ Pa ,:.11t9rVinm JOHNSON e Li ment System Designer saes 1 5 - fe -2,5-ZS 2loYA • --' —.. ..._ I m I r_n I ' I, • o Q.-- op iW E. ) N... '......./..-.. "'s\ I It 1. S X tt z /(, ••.'4. t. 4 e r .rat: a:c. •roc ^d •ga' .:E:••.•.•�°^4 .•}>! 4 !L' M fI:' ;.e a �n A.x.c i 21 .49 `.. gc�'a _ ea 'yam ^st..°.'ti.. s> w ; • q II . I. •.K.,..:." �y • I /.1 t.• ;na Q .a.++cu.c 8'f I. tO r1 x;In t f II "-� e A • E v a ! Z ? I y I. n ?' 1 r tt N i ...rc ..k a 2 05 % I CV a >:Sat 1-3 j\ e• ';....� :A• I CO " , I n Ca be ._ 3...'EApr.._^•i •; > C - } 8 i c.9c qxo•. F _„ i ;: lass I z 1 _1+' I Tr yor+�+ N A ^3. ;it l;:St 1 - (0 O V . •I t' I ' '`�... _.:c.:5•ae' . =fig a�'.n''°.4 /Lyi v, 1 z — % �, — I W re Q 1 t i•at t ^.+nv• Q _ O co a �(J i1�i .tO A.::• (n •• �w .N-'0 S a• U :: it 0 I •t . 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COMI C • E L a. v �'i 8 1.6 p iii J `pc6, 3vk--t\ \ b PLOT P t•1 1 teP )_ cR.ED + hI ttJc ARE t E N KNt-A P �J' ,t- p Prt2C-EL4 321Z2—go- 00[24 t wah r� ct `��v� Pe 1 1 \ ��} �tir se bp ,t_on (f2 l WE 5 1--to 0714 P cAc E 1 5 .c.-re:,NI JcvFt- 4B584 1 \ �, 4,0� V�. ,,p` Key: \� °� 4. 1 Cu �� 0 , O Audio-Visual Alarm OCleanout 0,_ ,,,, 500 Galion?re-Trash tank i ‘` T. fr'4 r 3 NuWater Bl\R-500 ATli Tank p �J 1,000 Gallon Pump Chamber �\ /�k1. wS- a..-t:-s.pw«. 6'- / P/ �. © G1a\ kaMk.-to toe used �O a5{,/as, kawK or re lac `G ' •k- era/ ` ,a 1 t++ Sbo uA.. �r e_ t1 ► 5 old arra1erE"ve id ��/, Q o \�c, .4, "'o , o•, ,..----4- - ,,,iv 1:.'#) NI \` \ APPROVED r ;j410 ., � JUN 2 7 2025 MASON COUN NVIRON:MENTAL HEALTH \ -'T Sn Lofr a-1-- t A-----7-5ST t-t-c,LEA : o-42" vE:2‘j GAELL tt� ,vti"tsA u+--L T -24'� V �� � lEt P-1 V . 2.t1-9b'' .X�-t25.-- E_LG2 F1- r- oivrASAND V`) I We' 'fliV '\ pocKET5 of cor-tioPtcri&t, - s '-: p -4 Z" G ;a_z_ i°H+-` N --t" R oo-rs ;.ct• uo,a3 r; Y� PAULA JOY JOHNSON ‘i EXPIRES 2I1S'T&,tO 0 -VS-ZS y i i • CC. r- :3g 2It tZ�� C-�J f 1(..rvkletre - . ..__,, • k 4C. i l__ Clayer.revktr.-% . Po{k Or s� £ar t 20 . Brose1 ri e;"" Pam+'-i) IN for O(.A1 ff'i L el,-(2" 1J0,.'k-144 CBJQf d 4 * _ 1� 12� .'rs�-�.a—jo' 3c. �C -30" i Sr-� " �g 314"-2f212414-" Lis"t..A...... �� .., I< to' 4 A ScQ4 1 APPROVED. l"-2 ,2-6`�r z' 3' '1 J U N 27 2025 ���� C `s — 3.Q-t_- --(3-Y\ V W MASON COUNTY ENVIRONMENTAL HEALTH Y .4k RET cA--SCREW ON CAP • 4 S DEGREE ELBOW OR Aft:"-A >�� Note: (Typical Bed Layout) LATERALSWEEPING 90 itt.,..1:`''Aiii 'r0=Observation Port—to be4"perforated rhh PVC pipe from bottom of bed to finished ,r END OF �y •a.a a �` ,.). grade. A removable cap shall be installed on .; '" observation port pipe. Glue"T'on bottom DITCH DETAIL •'-;Q PAULA JOy JOHNSON :'' pipe can't be removed. LiCEl+fSl`4 btSIGt;irg•• imum of I in system,one in each corner. CLEAN OUT �" wrI�i\r zfo�3` erals are to be centered in trenches. NOTE, CLEANOUT TO BE FROM 0 TO 6 (P -23s145- INCHES BELOW FINISHED GRADE. MARK ENDS WITH REBAR. CLEAN OUT REOUIRED AT END OF EACH LATERAL. Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 540 45 28 20 4 4 2 540 45 28 20 4 4 3 540 45 28 20 4 4 4 540 45 28 20 4 4 Total Lateral Length 180 Total#Orifices 80 GPM = 51.2 (with 5/32 orifices) Dynamic Head Calculations Selected residual pressure: 5 ft. Length (Ft.) #Orifices Transport Pipe 50 80 1.80 ft. Feeder Total Lateral Line Length Lateral #1 45 4 49 20 0.97 ft. Lateral#2 45 2 47 20 0.93 ft. Lateral#3 45 2 47 20 0.93 ft. Lateral#4 45 44 49 20 0.97 ft. Total Elevation Lift ' `f) P R 0 V E L) 8.00 ft. Total Dynamic Head JUN 2 7 2025 18.60 ft. MASON COUNTY ENVIRONMENTAL HEALTH r SECURED UD WITH GAS TIGHT SEAT THREADED UNION 24'DIAMETER ACCESS RISER SERVICE VALVE• FINISH GRADE 1`--- i h l -- . r — L---+TO GRAINFIELD FROM SEPTIC Ti L TANK t i( . EMERGENCY STORAGE I ANTI SIPHON HIGH WATER LEVEL — --- VALVE' EP INDENDENT OFF LEVEL WORKING VOLUME I FLOAT STEM I _. -- FOR FLOAT ' i•),1 ENCLOSED PUMP _ `ot ems � MOUNTING • i'• ), SEDIMENT BHROUD• CHECK VALVE• r- - 7-7:r 741, ._ _. _ _ . . _ :„.,, v, SEDIMTS i :-, EN lllI 11 •l± SUBMERSIBLE -( ' 510C349 ..*:tit) 4. PAU A JOY JOHNSON ' tr WUGAL PUMP L.t.0 S -1 yft' v r P ` . puMP CHAMBER .2",-2 S 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE. 2 manufacturer must be on Dept of Health list of registered sewage • Page 35 of 65 - 7 WA H Publication#337-022 FL5O-SERIES DR E ao,\IAL-E0T TECHNICAL SPECIFICATIONS EXTERNAL CONSTRUCTION: FL50-Series Pump Volute and legs-Gray iron casting class 25 PERFORMANCE CURVE 60 Hz. Motor Cover-Gray iron casting class 25.Ali cgs Per Minute castings shall be powder coated for corrosion 0 38 114 189 265 341 resistance prior to assembly. 21.3 I 1 70 ' I i Fasteners-ail fasteners shall be 300-series 1 i y t ! ! ! ! I 16.3 stainless steel. 60 l i i I 1 i I i ■ 111 15.2 MOTOR ����� Submersible50 RPM,oil filled and hermetically FLc) 12.2 sealed. IliIM111111.111 ,.V. Class B insulation rating.17-4 PH stainless LL steel rotor shaft Thermally protected on single a de 40 I I, 1 1 i 7141111111"11111/ �■ phase models.Three phase models shall have - y ��® 9.1 0 overloads incorporated into the control panel, s 30 properly sized for the horsepower and 1 I I I 1 61 amperage of pump. 20 ' 6; I i ! IMPELLER 1 ! • ! 3.0 Cast iron-class 25,semi-open design capable 101 j ! I ; II I ; 1 I 1 of passing a minimum 3/4"solids. ; ! • 1 0 10 20 30 40 50 60 70 80 90 100 0 SHAFT SEAL U.S.Gallons Per Minute Carbon/ceramic unitized design with BUNA N elastomers and stainless steel housing. FL50-Series POWER CORD Moder, HP volts Ph Amps cord soh Pug.-End wsr 10'cord length—Standard.Quick-disconnect FL51A 1/2 115 1 12 10' Automatic Series Plug 62 FL51A-2 1/2 115 1 12 25' Automatic Series Plug 64 design allows for easy field replacement FL51 A-3 1/2 115 1 12 35' Automatic Series Plug 66 Optional lengths available per chart. FL51 M 1/2 115 1 12 10' Manual Plug 61 FLS1 M-2 1/2 115 1 12 25' Manual Plug 62 LEVEL CONTROL FL51M-3 1/2 115 1 12 35' Manual Plug 63 Automatic models shall be controlled by an FL51 M S 1/2 115 1 12 50' Manual Bare Lead 65 adjustable wide-angle style switch sealed in FL52A 1/2 208-230 1 6.5 10' Automatic Series Plug 62 a polymeric float A series piggy-back style FL52A-2 1/2 208-230 1 6.5 25' Automatic Series Plug 64 plug shall be provided to allow for manual FL52A-3 1/2 208-230 1 6.5 35' Automatic Series Plug 66 FL52M 1/2 208-230 1 6.5 10' Manual Plug 61 bypass operation.Not available on 50'models FL52M-2 1/2 208-230 1 6.5 25' Manual Plug 62 and 3-Pha� FL52M-3 1/2 208-230 1 6.5 35' Manual Plug 63 FL52M-5 1/2 208-230 1 6.5 50' Manual Bare Lead 65 DISCHARGE 2°FNPT with a 1-1/2"FNPT threaded cast iron flange provided. DIMENSIONAL DATA: Height:16.4" Width: 11.2" (manual models) APPROVED Maximum Fluid Temperature: 100°F,40°C Continuous Duty JUN 27 2025 140°F,60°C Intermittent MASON COUNTY ENVIRONMENTAL HEALTH RET E4PERTIFIEDIT9 c u s SOOOthoatkorse a-e subject 1n charge wia,ou:notice. Liberty Pumps•7000 Apple Tree Avenue •Bergen,New York 14416•Phone 800-543-2550 Fax(585)494-1839 www.Iibertypumps.co Copyright Liberty Pumps,Inc.2017 1 0 Sr-k n,` All rights reserved. LL1T 6762 RC8.17 15e'7-32id NVAIS30b'i; 1 SIN 3lvoS 699L-L89 ;09£) :x' 899L-189 (09£) •3NONd 'I �.h.Q vO996 VN O l0?:10 3111VS L6O£XOS'O'd w �se�i 00g :ASQ31edliCi L 'OM ONI�ID3NIDN� )I3 ',Li£�.'9 att,0 i O\ ,y 73 i t _ 4 I C J:_ jia -...04 • L7,"`N - '� �Y b L y s `Y zc ��i� 3 -.`Er ,4 ic�j ;a.'� u<>az 1OV ZJt -`S ;ems S _ _{ t , ,% , v, r 1 r 1 � j �\ } IQ� Cl; E it; J , \` i {tom ?.; < Iu; • &Nr5 4 N �5f b- _ice by I I ` ' i1_ llt*. : r r '��i�r{nsr z "c- o`�f i S ~' K`V =.�{.4 e5:-.1 U Vim_. I_: j j.O j,.g tr'Z a 5 c• if I k:...; - o C a iv . ., ,, Ji �.E7 '7� - C !9< 7i { � . t rJ ' APPROVED I 6 Y F JUN 2 7 2025 Ins el s Ue! �Y �b =ttar13 S • MASON COUNTY ENVIRONMENTAL HEALTH 1 0 ' r8a§F< 61 C 4 � I �:�.}zY ; e+ jt. ; I s £ t O / 1 ^. I < ti ,' I zSv aC'4i.:i p'-�'jv _ �H tX) I IY lax- W 60[. 2y..e-.l.!•} C"r, w = a — I v A6 : I� iio PAY :t4Z-c= ,3V c e.. il k x k .a I ,I ".n" - ag=4 a4�r'0! `. V.F.„1§ i-17r5'r`_3c �ry ,::,it•- ++fig as 4Y Y� •4."S,. iy,{.G, ItW,�d7' c_y /> C al N- 1" FS:C1ty t?h {{ r / DUAL PORT AERATOR WATERTIGHT 1 LID VENT(typ) , RISERS,rTYP) 1 — Ni-1 —1 ssC r V- M 1 PVG{YP) o . 36-MAX. ,n•Pvc MAs-,c I AIRLINE T 4• —J T 2-COUPLING 61 " &REDUCER —'1c-- 2'TEE 12" 1-PVC SLUDGE RETURN LINE I -- I 1 2'PVC i i TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACI Y:417 GALLONS I OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL I 65' 66• I i 50" 1 APPR® V o 0 1 x1n• TEE JUN 27 2025 • ••• i • ' ; i MASON COUNTY ENV1RONMENTA H:A T41_:•• 'DIFFUSERBARS(2) 1 - RET } PARALEL TO TANK WALL 4` I • I \ '( 3• SLUDGE RETURN ,l l \ A // 1 S'TAPER ft t 51 STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONSOVER 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 'r — 9'-2 —� _____.c out with screed. -- - -� — - - --� LLL 3)Install tank in center of hole,keeping 1 ft.void space on I— I r all sides. I 24'RISERS[I YP) 24"BLOWER , 4 As tank is fillingwith water,fill in void space with compact 1 KWSING CAST, p Pa I N TOP OF LI • granular(sandy)soil free of large dumps of clay. /� 5)Install rest of system,&affix risers to adapters with I I ( 1 waterproof adhesive. ■ 1 I _ 4•-8- 6)Perform watertightness test in field as required by local 11 \ / jurisdiction. I I —/ 12•RISER I 7)Upon approval to backfill,carefully backfill with native I (' • soils over top Of tank. , TRASH CHAMBER I I DlGESTPR J ICr°aracal I 8)Final grade the surface to avoid chanelling surface L I —J L——1 1 water toward tank. TOP VIEW r 2.8 R o; ,t.< AEROBIC TREATMENT TANK DETAIL FOR ��. .1, - Nu WA TER BNR-500 TREATMENT UNIT idlii A. ENVIRO-FLO, INC. REVISED: 3�01��2 P -;, Wastewater Treatment Technologies ;.`R*..,T ...—.. v P.O. BOX 321161, Flowood,MS 39232 SCALE: (877)836-8476 (601)845-4716 fax 1" = 1.4 ft. www.enviro-flo.net - 4iie*Ii# INIU Wal it4ar :.<yvonocd Trcotr,cn4 Sysfcros Sy Envico-Ftc+.inc i I 1II Ns 4 ��� ,,,__, , ,... : .-.7 _ . ... ., . _ ., ...., ..„00,,,,,,,„„„,.. 4o. ...... 4. . , ,....] ...." .„--- -N N'''•-........ *elite*/..11410.- i e 41, e- , ® ....... i � C :),... ..),J.: 'Al .'j' 7 7*--4 L© o I , . e—/ ,_, , ,...icri _..,, 111111Y dillb. itip lil 0 e ill \z® cie,s.‘. . r4 • , �400,00 9- re 65). � -wiii- <. I PARTS LIST NuWater NR Assembly Diagram 1 A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(7 it 47 B.3/E"RUBBER 90';N/CLAMPS(2) N.1"PVC(2 1:2"SECTION) , C.3/8"BARBED ADAPTOR X 1(2`NPT(2; 0 1"SLIP CAP CO D.1/2"SLIP X 1/2"NPT ADAPTOR P 118"CLEAR PVC HOSE(OPTIONAL 5; A E.1"STREET X 1/2"NFT BUSHING(3) Q.112'PVC PIPE(BY INSTALLER; A P O " p r 11T 90"ELBOW(3 PIPEr a�Ji t ) R.1"PVC ,BY tNSTAILEP.) G.1"X 1"X 1/2"TEE S.T PVC PIPE(BY INSTALLER) 12 7 202 •r 1"H. 90°ELBOW(3) T. 1/8"BARBED ADAPTOR TO lid"NPT(2) : z°X 1"BUSHING U. lir STREET X 1/4"NPT BUSHING(I!ASON COUNTY ENVIRONM N LH LTH J 2"SANITARY TEE V 1.2"PVC COUPLER(2) RET K.1"PVC CROSS IN7'COUPLER(BY INSTALLER) _ 1"COUPLER(BY INSTALLER) > Revised 2/25/12 4 avusw Septic Doigto, Jnc- • NuWater BNR Pretreatment ' �,.` '� $� • *r. ,;�l� INSTALLATION & MAINTENANCE . } Pressure Distribution Systemsif%• 5100349 ] . c PAULA JOY JOMNSON . LtCE'NSl=tib SioNek•• 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. 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 So \ © �\` JUN 27 2025 U MASON COUNTY ENVIRONMENTAL HEALTH RET